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WS-18-1142Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-5-18-1142 Permit Type: Windows/Shutters Classification: Window/Door Replacem' Permit Status: APPROVED us'Date: 5/1/2018 Expiration: 10/28/2018 Parcel Number Applicant 114 NE 109 Street Miami Shores, FL 33161-7042 1121360090150 Block: Lot: RUBEN M FARACH Owner Information Address Phone CeII RUBEN M FARACH 114 NE 109 Street MIAMI SHORES FL 33161- (305)281-7790 114 NE 109 Street MIAMI SHORES FL 33161- Contractor(s) ALL COAST BUILDERS LLC Phone CeII Phone (786)299-2807 Valuation: Total Sq Feet: $ 13,300.00 0 Type of Work: REPLACE 18 WINDOWS AND 1 DOOR IMPAC No of Openings: 19 Additional Info: REPLACE 18 WINDOWS AND 1 DOOR IMPAC Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $8.40 $4.35 $2.90 $2.80 $290.00 $9.00 $11.20 $328.65 Pay Date Pay Type Invoice # WS-5-18-67355 05/01/2018 Check #: 1547 05/01/2018 Check #: 1548 Amt Paid Amt Due $ 50.00 $ 278.65 $ 278.65 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAy F-'icertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and- Aut Futhermore, I authorize th above -named ontractor to do the work stated. ie LA C' Signature: Owner / Applicant / Contractor / Agent May 01, 2018 Date Building Department Copy May 01, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. Sub Permit No. ❑ REVISION ❑PLUMBING MECHANICAL ❑ PUBLIC WORKS El CHANGE OF CONTRACTOR JOB ADDRESS: 1/k4 /57 City: Miami Shores County: Miami Dade MAY 01 201E G( CP-h FBC 20fq Ns i8-2 ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 33 / 6/ Folio/Parcel#: 11 — 21 3 <O - 06 (7- 0 / S a Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): V-CbC%' Address: I (/01 t, -4t- City: Pliciw, , •Aa(L-S Phone#: ts: State: r Zip: 33 i (� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: All Cyr '/GbaVS, LIX— Address: ry 4 7 /Qd" d'+• Phone#: 796 of 99 80-7 City: 144;AGti•; State: Zip: 33/ rS p Qualifier Name: /11-4,7«"-I 42 `� Phone#: State Certification or Registration #: eac- /5/ y V Y Z Certificate of Competency #: DESIGNER: Architect/Engineer: 2b17-er4" S - /`{On D v >' Phone#: 30S /'-// Address: Z( DO 0--) C? Si City: l-Hale_ h State: Ft Zip: 33 0/6 Value of Work for this Permit: $ / 3, 3 0 0 ' o O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Description of Work: Q UA (� I r.jkr'/- Q frc� wt,Qr 9(eg ❑ New po Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In th absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature ACTOR Thep foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /y day of 1Q,bigr,20 / ' ,by l`i day of b/1" ,20 L ,by 12;.)b- vt Fo, re- M.1,-.1/4 , who is personally known to / u,( �R( �C^ , who is personally known to me or who has produced as me or who has produced as identification and who d'd take an oath. NOTARY PUBLIC: Sign: Print: Seal: MY COMMISSION # FF 944099 EXPIRES: December 16, 2019 Bonded Thru Notary Public Underwriters identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ita / / AV rcsarlifirigffeaTlinj `•= 'r' :r EXPIRES: December 16, 2019 j;r , ?,,F, ` Bonded Thru Notary Puhiic Underwriters **********************************/************************************************************************* APPROVED BY Ar Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 Summary Report Property Information Folio: 11-2136-009-0150 Property Address: 114 NE 109 ST Miami Shores, FL 33161-7042 Owner RUBEN M FARACH RUBEN FARACH Mailing Address 114NE109ST MIAMI, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,175 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $232,690 $199,874 $164,822 Building Value $175,348 $176,610, $154,970 XF Value $2,694 $2,723 $2,065 Market Value $410,732 $379,207 $321,857 Assessed Value $387,170 $379,207, $294,674 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $23,562 Non -Homestead Cap Assessment Reduction $27,183 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 7 BLK 216 LOT SIZE 75.000 X 124 OR 18704-4534 07 1999 1 Generated On : 4/16/2018 Taxable Value Information 2017, 20161 2015 County Exemption Value $50,000 $50,000 $0 Taxable Value $337,170 $329,207 $294,674 School Board Exemption Value ; $25,000 $25,000 $0 Taxable Value $362,170 $354,207 $321,857 City Exemption Value $50,000 $50,000 $0 Taxable Value $337,170 $329,207 $294,674 Regional Exemption Value $50,000 $50,000 $0 Taxable Value $337,170 $329.207 $294,674 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 12/12/2016 $193,000 30383-2909 Corrective, tax or QCD; min consideration 12/12/2016 $193,000 30382-2728 Corrective, tax or QCD; min consideration 05/15/2015 $493,000 29669-0158 Qual by exam of deed 07/01/2008 $432,500 26484-1551 Sales which are qualified https://www.miamidade. gov/propertysearch/ - 4/16/201 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 2/1//V ter/Owner Signature Date 2�Ot? A Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this LI day of By /2JA.Q,t^ �• r(XC,1/1 Notary: SEAL: 'PG •. AYLEE CUh9ELO MY COMMISSION # FF 944099 :.€ EXPIRES: December 16, 2019 %F;pF,nq Bonded Thru Notary Pubiic Underwriters 61 ,20 / 0. who is personally known to me or has produced as identification. ALL COAST BUILDERS, LLC DADE:04/23/2018 STATE OF FLORIDA COUNTY OF MIAMI DADE COUNTY BEFORE ME THIS DAY PERSONALLY APPEARED MANUEL A. JARA WHO, BEING DULY SWORN, DEPOSES AND SAYS: THAT HE OR SHE WILL BE THE ONLY PERSON WORKING ON THE PROJECT LOCATED AT :114 NE 109 ST MIAMI SHORES FL.33161. CONTRA TURE Sworn ( affy�med) and subscribed before me this 23 day of by C/�/� /WA Personally know X— OR Produced Identification Type of Identification Produced V Okli$099 cc'rnbetbkb, j1 :,ry,Ru�lotii0c14fily�j�e Print, Type or Stamp Name of Nota ,ti'6. AYLEE CURSELO ' N, MY COMMISSION # FF 944099 =rp EXPIRES: December 16, 2019 ,,, dF o,. Bonded Thru Notary Public Underwriters RAMMS' ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017,' Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 ��---� � ,/ y� FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY‘2 BLDG,. 1 Height i(Maximum) Effective Wind Area (or, Tributary Area) in Square Feet\ 10 20 30 40 50 N .60 1.00 0.95 0.92 0.89 /0788 -.a ° _.� ..- 0.86 [ 15 ' r 40.4 1 I, 38.5 ( 37.5 36.7 ' ,'36.1'`,. `' 35.7 20 42.7 40.8 39.7 38.9 t--, 38,3; ,1 37.8 25 44.6 42.6 41.5 40.67,- '..40 0/ 39.4 30 46.5 44.4 43.2 42.3 ( '41.7 41.1 40 . 49.4 47.2 45.9 44.9,,,'-4 ._.. '44.2 43.6 1 50 51.8 49.4 48.1 ,' ,47.1 - -' 46.4 • • 45.7 ." 60 53.7 51.2 49.8 ,.�48.8 . 48.1 • • • .:47.4 , - • • •. .. - Interior Zone (4 - Walls) Negative Pressures/ 1 N" • • • • • Exposure C For the 175 mph,.Wind,Zone CATEGORV•2'BLDG... i Height (Maximum) Effective Wind Area;(orjrributary Area) in Squag:Fl t :••• 10 20 ',, -00 ' 40,. 50 ...... 60 • _ -1.10 -1.05 ,,�- -,�. \-1.02// -0.99 -0.98 • • -0.96 1 15 ) r 43.8 1 r - -42.0. ;,�' `°) ;I -40:9' -40.2 -39.6: _ . •. -39.1 •...... 1 20 -46.4 -44'.4 `‘, ,••---43 3 -42.5 -41.9 -41. ;.' 25 ' -48.4 -46.4 ` : ", 45.2 -44.4 -43.8 -43.2 I , 30 -50.5 `„ 48.4 ~" -47.2 -46.3 -45.6 -45.1 40 -53.6 , -51'.4 ;, -50.1 -49.1 -48.4 -47.8 50 -56.2 --53.8,/" -52.5 -51.5 -50.7 -50.1 60 -58.2 --, -55.8 -54.4 -53.4 -52.6 -52.0 •• :• Exterior Zones (5 - Walls)Negative Pressures Exposure C For tie,/ 175 mph Wind Zone CATEGORY 2 BLDG !, Height ( , I (Maximum) \ - --- \ Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 ' 40 50 60 ----1.40 -1.29 -1.23 -1.19 -1.15 -1.13 C L_ 15„ / r mm°'=54.1 J :__ -50.4,1 -48.3 -46.8 -45.6 -44.7 20 -,- s -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 1 , 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 N•. .,'"40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 - '50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 IN , 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. _Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in fee THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART , ,_ . WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABI.FS ARE INVALID UNI.R4S SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. • •..... •• • •..... • • ••.... • • ••.•. . . •.... •..... • •.••.. • • •..... • • 114 \E 109 ST IVIAIVI SHOES FL. WI\ROWS A\D DOORS SCHF D LI- MARK DESCRIPTION SI ZE MATERIAL REMARKS NOA W H 10 HR 73 3/4" 50 3/8" ALUMINUM/GLASS IMPACT GLASS WHITE FRAME GREEN GLASS FULL VIEW . . , „ ;'; „• _, 17-1212.17 0 SH 18 7/8" 38 1/8" ALUMINUM/GLASS 17-1212.21 ® HR(XOX) 110 3/4" 50 3/8" ALUMINUM/GLASS 17-1212.17 ® HR 52 7/8" 50 3/8" ALUMINUM/GLASS 17-1212.17 O5 HR 52 7/8" 38 1/8" ALUMINUM/GLASS 17-1212.17 ® PW 26 1/4 62 3/4" ALUMINUM/GLASS 17-1212.13 70 HR 73 3/4" 62 3/4" ALUMINUM/GLASS 17-1212.17 ® FD 72" 80" ALUMINUM/AS 7 17-1212.09 90 HR 36 3/4" 50 3/8" ALUMINUM/•GIA i :.• 17-1212.17 (1-0) MULLION 1" X 4" X 37 1 /8" ALUOLUty /GLASS ... 17-1212.24 •;• • :• • • :. : • • ••: • • ... • ... • • • • •• • • • • ... • • • • • • • • • .:. • • • .. 00 •: • • • ••• 00 EXISTING COLUMNS +40.4 PSF -43. PSF +40.4 PSF7 -43.8 PSF PSF o 4'-4 �6 +40.4 PSF - 54.1 PSF +38.5 PSF -42.0 PSF +40.4 PSF - 43.8 PSF +40.4 PSF O7 -43.8 PSF +40.4 PSF +40.4 PSI- -43.8 PSF -43.8 PE�E 4'-7• n (9 +40.4 PSF - 43.8 PSF +40.4 PSF - 43.8 PSF rn +40.4 PSF C-) -43.8 PSF m D BEDROOM BEDROOM L BEDROOM BATH FAMILY ROOM LIVING ROOM +40.4 PSF 43.8 PSF V n BATH 9.-3. 0 +40.4 PSF -43.8 PSF 7' GARAGE KITCHEN DINING ROOM • NVRY. • • •• • • •• • • • • • • • •••. �I • • •• -- • . . a.• g Q2 +40.4 PSF to'-6' ll 0 -43.8 PSF +40 PSF +40.4 PSF •••FI 1OR¶ A • -43• PSF -43.8 PSF • • • ' • • • • MIAM1 SHOR S. L. ••• ••• L% +40.4 PSF -43.8 4DS • • ••• ••• • • • • ••• • • • • • • • • • •.• • • • • • • • • • •• •• • c • ••• • • • • • • • • c • •• •• C> +40.4 PSF - 43.8 PSF +40.4 PSF - 43.8 PSF DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mimi -Dade County) reserve Ike right to have this product or material tested for quality assurance purposes. if this product:or matriii. fails to • • perform in the accepted manner, the manufacturer will incur the expense of such•tes1,i g and t)lq 'UV maX immediately revoke, modify, or suspend the use of such product or material withip.tjjurisdiction. RER• reserves the right to revoke this acceptance, if it is determined by Miami -Dade ,G4unty Produot•Contro!* Section that this product or material fails to meet the requirements of the applicable building coda.• • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This product is approved as described herein, and has been designed to comply vriVriitte Flotii14,t iilding • • • • Code, including the High Velocity Hurricane Zone.- • • • • • DESCRIPTION: Series "HS-8700 (Flange —Frame)" Aluminum Horizontal S1?inF ,1indor APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Fringe impacts Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D, dated• 1/41/17, •prtMed by" manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 • •• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Roiling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 .... 4) Forced Entry Test, per FBC 2411.3.2.1, and TA,B•202-14 • • • • along with marked -up drawings and installation diagram of art ahtminuvl 104.zontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) con! g'i} fion, pi-eQared by Hurricane Engineering & Testing, Inc., Test Reports No. HE'I U1P,3049 and • • • HETI-10-3051, dated 03/23/11, signed and sealed by Candidc F. Fvnt, P.1~.... • (Submitted under i" ffh No.ti.0.;Q5.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p8r Y13C TAS 202-94 along with marked -up drawings and installation diagram Hof :$ specimen . of ail aluminum horizontal sliding window, XOX (1/4-1/2;1/4 , and :1'/'3'1t3-1/3l configuration, prepared by Hurricane Engineering & Testing .h .,:Test h.apor:s No, HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-1023223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. + TI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-21)345• HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2138,IJ,ETI-01822116A , and HETI-08-2116B, dated 02/28/08, signed and sealed by Cai"dide F. Fo$t, i1I. • • (Submitted unde;.NT A No. 09 07/6.05)• 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •,•• 2) Uniform Static Air Pressure Test, Loading pee Fk C • • 3) Water Resistance Test, per FBC TAS 202-94:••; 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, Tldi-94 • • 6) Forced Entry Test, per FBC 2411 3.2.1, TA$ 202-94 , , along with marked -up drawings and installation diagram of 8 speclans of e • • • aluminum horizontal sliding window, XO configuration, prepared by Fenestlati i n Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 1I, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of confoiniance, complying with the FBC 6th Edition (201.7), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. . • • • • • 2. Statement letter of no financial interest, dated 05/20/10, signed are'Seaied 1?y' Thomas J. Sotos, P.E. (Submitted under2VOA No. i?;;V i7.08) ' • 3. Laboratory compliance letter for Test Reports No. HETI-10-3.0.42,J;IETI-10 3048, • HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-31151.,.H.ET1-1d1-3.052B, • HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3i36•itETI-I103141, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10'3..26, all is: 4 by Hurricane Engineering & Testing. Inc., dated 11/09/10, 03/23i11 acid 04/2/11, signed • and sealed by Candido F. Font, P.E. (Submitted under; NO_-t No. 41-07..05.10) • 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued Lw•1-iurricane• • Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael +'' J9;oz- ' Seda, P.E. (Submitted under NOA No. 1I'0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02; all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NO 4 No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/12. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 00 j� --© // // ///, OD // - r--- NOTE: OX I XO 1) REFER SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERT M,RROSS-SECTION DETAILS "A, Al, B, & 81" REFER TO SHEET q3 3) FOR HORIZONTAL CW0SSc.S.ETION DETAILS "C, D, & E" REFER TO SHEET 54 4) REFER TO SHEET 6 OF 10 FOR"DESIGN.LOAID CHARTS AND NOTES. 00 00 \\ \\ • \\ \\ \\, \\ Op J I - ____.{- \\ \\ -\ 00 \ \ems • O\ //4 // XOX —Eaua Lite (1/3-1/3-1/3) NOTES: I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & B1" REFER TO SHEET 53 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET 55 4) REFER TO SHEET 8 OF' 10 FOR DESIGN LOAD CHARTS AND NOTES. // /// .// ©k // /// •// // /// ,//. I XOX — Un—Equal Litc (1/4-1/2-1/4) NOTES: REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES 2) RrVERTIg,AL CROSS-SECTION DETAILS "A, A1, B. & Br REFER TQ6SHEET 53 3) FOR HORI00002C'CROSS-SECTIO ,DETAILD. &�.E�REFER-TO'SHEET 55 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7. or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE 30FT. IN THE IIVIIZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) R,) 9) i3.) 11.) SEE SHEET 4 SEE SHEET 9 SEE SHEET 6 SEE SHEET 7 SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. FOR GLASS TYPES. FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W,/ SILICONE 14.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET N3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 9EE SHEET 5 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • •• • • PRODUCT REVISED • • • • •1>fYiug Codelvith the FlariA• • • • • • • • B.uRding • • • • • • AccepinnNo 1Z1 I • • • • • • • • Expiration Dele t •• • • • • • A414mi Dodo ProCud Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • TEST UNIT SIZE. 111" X 63" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (0) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 53 & y4. TEST UNIT SIZE: 111" X 63' ANCHOR NOTES. 85 3/8" OVERALL FRAME WIDTH 89 3/8• INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •/- 70PSF <4 TOTAL) 1 Ma.;: D.L.O.37Wi)dth / / /// --. / j / ' Moe. Vent D.L.O' He,.ht - S6 7/16 J4 a/ y. T. c"O, H I. SAME. ANCHOR SPACING AT HEAD 6 SILL\ / ` EX 6 INT. HLJTNS [[FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED w/ SILICONE AND L ARE V/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE •70PTS / - 75RSF (4 TOTAL) NT[� "XOX" WINDOW EQUAL LITE 0 51 VERTICAL CROSS-SECTION DETAILS 'A, AI, B. 6 BI' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET 95 INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABO (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOV (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE p3 & p4. ANC. .. / 1. SAME ANCHOR SPACING A HEAD 6 $IL\ \, EXT. 6 INT. FA APPLIED W/SILICONE- LONIPL M(p•4,�IN 1Np� 2. tV0 AD DI iIONWt%ANCHORS REQUIRED Ai AS OPTIONAL. ` PRE • MEETING RAILS,' FOR UNITS WITH DP ABOVE •70PSF / - 75PSE <4 TOTAL) "XOX" WINDOW — UN —EQUAL LITE • NOTES • 1. SEE VERTICAL CROSS-SECTION DETAILS "A, A1, 9, 6 BI' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C. D. 6 E• AT SHEET 05 TEST UNIT SIZE. 74" X 63" INSTALLATION FASTENERS • (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF D (8) 6 AT EA. FRAME SILL (6 AT FRAME SILL IF OP (C) 5 AT EA, FRAME JAMB •SEE GENERAL NOTE #3 AT ? ALL CORNERS) 13 1/4• U.C. 4' Q C. 13 1/ ' 0.C. 13 I/4' C.C. ]E 70.0 I11' OVERALL FRAME WIDTH �- 0.7 MAX. 8.�.) DO' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH OP ABOVE H 5- I 4• NA II' i I c X. N.D.) 1 _ 1 ALLPC ) 13 1/4' I 13 1/4• Mae. F,.ed 0. L.0. Height = 57 5/16" 0 Moe. Vent OL.O. Hei — // // • • • 'AL AT ORNERS) • • •• • 0 C. 0.C. 74' OVERALL FRAME WIDTH P ABOVE 70.0 ABOVE 70.0) & y4. 73• � (MAXI.40: 4 INTERIOR FRAME TWO REQUIRED FOR •UR .{`• 4 1/2 1 WIDTH ADDITIONAL ANCHORS AT MEETING RAILS UNITS (4 T DP ABOVE UNITS W TOTAL) s 1 t4'. I T MA)! D.L.O. Ylldlh —11 RAME HEIGHT — "RAM: HEIGHT — I_ 33 1 /4,T m /// o � '/ ' / 0 CIO i ____ // ci 13 L__— e 5. I ANCHOR NOTES'.t•^---- TAME AN 2/. TWO A00 ADDITIONAL AT MEET MEETING (TYPICAL AT ALL CORNERS) I/4' 0.C. 0C. 1/ ' 0.C.. 1/ , O.C. CHCR SPPCIVG AT HEAD t SILL. 1SE ppLONlgI ANCHORS REQUIRED EP APPLI4`D V/ RAILS FOR UNITS V{TH W/`SILICON AND ARE "XO" WINDOW EQUAL LITE ./- ]pP SP (4 TOTAL) AVAILABLE `T ONAL. NOTES: ( "OX" REVERSED ) I. SEE VERTICAL CROSS-SECTION DETAILS •A, Al. B, 6 BI• AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS C. D, 6 E• AT SHEET 84 OP ABOVE SERIES-87 D--HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. D.C• • • • • • • • • • C.C. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with to Florida Building Code Acceptance No -I 2-1 L• 'I Expiration Date .1.m. Hy Miami Miami Da a Product Control 0 z M4 O 0 0 0 O -4 1 1/4' TAPCON W/ 1 I/4 MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EXTERIOR GRADE PERIME fER CAULKING 0 w.p lY 3 0 3 0 EXTERIOR EXTERIOR GRADE PERIMETER CAULKING ed EDGE DISTANCE o ° v uO. ° ° Aa d. d 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. ❑FFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 I/4" MIN. •e A. EMBEDMENT, A d. 4 ° d. I/4' MAX. SHIM! SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING CGMPDUND INTERIOR LAMINATED GLASS A ° (/a• MAX. A A SHIK • SPACE d 1 1/4' MIN. . (TYP.) EMBEDMENT ° EXT. GRADE CAULK ° ed ° STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', To BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 44, 45, & 46. •• i. .• • • • • •• ° ^ is d .A(7•. SHIM SPACE ad /I A A 5 ° ,TYP.) EMIBEDMENT •• ed ••• •• • • � a. le •a • • • • • • • • J • • ° • • • • • • • 1/8' MIN. ` • • • • • • • • • • EDGE DISTANCE! • • • • • • • • • • • • • • • • • • • 414 S.M S. W/ I 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE (TYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: t. THE w1N00W FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.> 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS <TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: • •• AYCHGRS•TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR • IV' iAPSONS o- APPROVED CONC. FASTENERS INTO CONC., • WTO •A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • INC.�(RE•FV° TO LOAD TABLES FOR QUANTITIES REQUIRED) OPTIONAL SILL INSTALLATION DETAIL AT XD or OX" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED to complying with the Florida Building Code Acceptance No - ; L I t.17 E"Piratlon Date py� By Miami Dade Product Control 8700 HORIZONTAL VERTICAL CROSS SECTION m s 0 1 L8700-090I U. Comp0once w/ F3C 2X WOOD BUCKS 3Y OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 1$14 S,M.S. W/ I 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) 1" MIN. EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING <NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' MIN. EMr t ENT 1 MIAWASIMAIMAMMWMATI STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING To BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. LAMINATED GLASS I/4' MAX. SHIM SPACE (TYP.) EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) ' LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC UFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SILICONE ADHESIVE BEDDING COMPOUND INTERIOR CZ EXTERIOR O 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. W:NEW FRAME FLANGE WIDTH. "XO'I WINDOW EQUAL LITE ( "OX" REVERSED ) cop WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYR.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) •• ••• • • • • WHEN THE GAP BETWEEN THE WINDOW W(AME AND 1HE COOK OR • MASONRY IS LESS THAN 1/8", SHIMS ARE *TOT REQUIRCD. • • •• • • ' • ••• • ANCHORS NOTE: ••• ••• •• • • • •• ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, DR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR�3UAN•i•1!S REOSIRE•J) • • • • 1/4' MAX. SHIM SPACE . <TYP.) • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • .P T. WOOD BUCKS a. 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. <SEE ELEVATION AT SHEET 812 FOR MAX. FASTENER SPACING) d 1 1/4' MIN. EMBEDMENT / e 1 '/D' MIN. • EDGE DIS 7ANCE • PRODUCT REVISED coBoding eeit the Florida Code Aeceptime No I i LI F . ) 1 Expiration Date By Miami Dadei Dade Product Control 0 a o z a z7 a (e z a V) 0 n, 0 0 0 0 0 0 0 0 T- CO rn I � V ROLLING FLANGE IMPACT HORIZONTAL 0 0 0 0 0 7) ye 1 1 a� 1 1 1 rh z'•: „fir j�hlh ei 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 4110 • • 000 • • • ••• • • 4 12 X 1 3/4" S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET p2 FOR ,MAX. FASTENER SPACING) 1/4' MAX. SHIN, SPACE (TYP.) M3EDM L EXT GRADE CAULK CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND WINDOW INSTALLATION NOTES: I. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER EF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR l/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF ! 1/4' PENETRATION INTO WOOD DR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LAMINATED GLASS EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE I/4' MAX. SHIM SPACE (TYP) EXT. GRADE O CAULK •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • Pi. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1 1/4' MIN. EMBEDMENT 4 o a 1 1/8' MIN. EDGE DISTANCE 4, 4 PRODUCT REVISED as complying with the Florida Building Code Acceptance No - 111.1 "j Expiration Date By Miami Product Cantr01. 5 O 0 0 5 DESIGN LOAD CAPACITY(PSF) OX orXO WINDOWS WINDOW WIDTH HEIGHT Jamb Anchors H&S Anchors +/- Press es (psf) Glass Type "A" (* 2) + psf - psf Glass Type "B" + psf ( 2) psf Glass Type "C" (*2) Glass Type + psf Psf ( 2) ass Type 3) + psf - psf Glass Type "F" (* 3) +psf -Psf • • 70.0 70.0 70.0 80.0 1• 70.0 70.0 70.0 80.0 ; 1 • 80.0 : 1 • 48 24©0�65.0 65.0 65 0 70.0 70.0 70.0 70.0 80.0 60 24©065.0 65.0 65 0 65 0 70.0 70.0 70 • 70.0 80.0 ®24©065.0 65.0 65 0 65 0 70.0 70.0 70 • 70.0 80.0 240©065.0 65 0 65 0 65 0 70. • 70.0 70 1 70.0 80.0 •1 70.0 70• 70.0 80.0 80 0 80.0 80.0 65.0 • • 70.0 70 • 70.0 0.0 :•• 0.0 80.0 5 0 1 • 70.0 70 • 70. 0 80 • ;11 :• • 80. 01 70.0 701 70.0 800 ;10 0.0 :•• 65 0 70 1 70.0 70 1 70.0 :1 1 :• • :• • 80.0 0 0 65 0 65 0 50 70• 70.0 70.0 70.0 ;10 ;•• ;10 :10 4 5 5 5 6 4 4 6 65.0 1 • 70.0 70 • 70.0 0.0 :11 00 :10 65.0 1 • 70.0 1 • 70.0 :01 :10 :01 ;10 65.0 70.0 70.0 70• 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 1 1 • 1 0S• 1 • 70.0 :• • :•• 811 :11 65.0 65.0 65.0 5 6 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 80 • 80.0 80.0 80.0 70.0 70.0 26 50 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 53 125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 74 0 3 6 65.0 65.0 65.0 26 5 38 375 4 37 4 1254: c!i 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 0 0 80.0 ;M. 80.0 70.0 :11 :1, :•• 80.0 700 70.0 ;• • 0.0 80.0 80.0 65.0 70.0 70.0 70.0 70.0 :• 1 ;• • :• 1 80.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 0 1 80.0 65.0 70.0 70.0 70.0 70.0 80.0 • • 65.0 70.0 70.0 0.0 65.0 70.0 70.0 %U.0 •, • : 1 , : 1 • 80.0 80.0 U. • 80.0 :10 :1• 80.0 26 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 0.0 ; • 1 80.0 65.0 70.0 70.0 (7070- 70.0 80.0 80.0 80.0 80.0 65.0 70.0 70.0 ( 70.0 70.0 1 80.0 80.0 80.0 80.0 65.0 70, 0 70.0 L70.0 71 • 80.0 80.0 80.0 80.0 ""`T"4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80,0 80.0 74 58 6 65.0 65.0 65.0 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 70 0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 0 6 iZIN 63 It 6 Notes 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 • • 65.0 65.0 a 65.0 65.0 70.0 .7070 ' • _0Z 20.D • ' 80.0 80.0 80.0 80.0 65.0 70.0 •70.0 70.0 • !0. • 80.0 80.0 80.0 80.0 • 0 70.0 7010 •J0i) • • b b • 80.0 80.0 80.0 80.0 65.0 I 65.0 •10.0 •• •• • _• • ITY ALUMINUM WINDOWS AND CLASS DOORS o cO cO 0 0 z 0- U U z u z 3 O a z 0 0 0 000 07 • DESIGN LOAD CH 18 1.) SEE SHEET B FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION' AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. • •ji • • <s • • • • • •• • • .r • • N • • • •• • • •\ ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• •• • • • • • SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR CP ABOVE �70.0 PSF (�80.0 DP B YIICTREV1SFA &mplying with rlx Pkrida Bu4ding Code Acc<ptentt No l -I j,12 • l 7 E Fl�iwnete p yk Mimni Uade Product Com o-. , 0 FRAME SIZE WIDTH 60 72 HEIGHT 24 24 # Jamb Anchors 3 3 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) + /- Pressures (psf) # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Anchors + psf psi + psf psf + psf - ps •s f + f sf Glass Type "F" (* 3) + sf -psf 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 0 52.0 52.0 52.0 Glass Type "G" (* 2) + psf - psf 65.0 65.0 75.0 75.0 84 96 108 24 24 24 3 3 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 60 72 36 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 84 96 108 36 36 36 3 8 3 10 3 11 70.0 70.0 75.0 75.0 70.0 75.0 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 1 75.0 65.0 1 75.0 65.0 I 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 60 72 84 96 108 48 48 48 48 48 4 7 4 70.0 75.0 70.0 75.0 65.0 75.0 65.0 I 75.0 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 I 75.0 4 8 52.0 52.0 65.0 75.0 65.0 1 75.0 4 10 52.0 52.0 65.0 75.0 65.0 1 75.0 4 . 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 I 75.0 52.0 52.0 65.0 75.0 72 84 96 60 60 60 5 7 5 8 5 10 52.0 52.0 52.0 52.0 65.0 52.0 65.0 52.0 65.0 75.0 75.0 75.0 65.0 1 75.0 65.0 1 75.0 65.0 1 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 108 74 74 74 74 74 60 26 38.375 50.625 58 63 5 11 3 7 3 7 4 7 5 7 5 7 80.0 80.0 70.0 52.0 80.0 80.0 80.0 80.0 75.0 70.0 52.0 52.0 52.0 65.0 80.0 65.0 80.0 65.0 75.0 65.0 52.0 52.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 65.0 1 75.0 65.0 1 75.0 65.0 1 75.0 65.0 1 75.0 65.0 1 75.0 65.0 1 75.0. 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 79.5 79.5 79.5 79.5 79.5 26 38.375 50.625 58 63 3 9 4 9 4 9 5 9 5 9 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0. 65.0 1 75.0 65.0 I 75.0 65.0 I 75.0 65.0 1 75.0 65.0 I 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 75:0 75,0 75.0 75.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 106.25 106.25 38.375 50.625 4 11 4 11 52.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 1 75.0 65.0 1 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 106.25 106.25 111 58 63 26 5 5 3 11 11 11 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 65.0 I 75.0 65.0 1 75.0 65.0 1 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 111 38375 11 50. 111 Notes 58 63 52.0 52.0 6.5. 0 75.0,,,E 52.0 52.0 "" 65.0 '75.0 65.0 75.0 5 1 52.0 52.0 65.0 75.Q••� • 6i3O_ •750 • 5 11 52.0 52.0 65.0 • 75. • 60 00 •7500 • • • • *): 1 ) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "0, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 75.0 // • •f • • • ••• • // / // ••4/' •• • / • • • • • •• • • • /// A/• • • 52.0 52.0 • 52.0 w•• • S• •• • •• a ■ XOX - Uu-Eaual Li e 52.0 • 1/ ! • • i•� • • V •• i • la, • 2 / !•••,,_,-.} ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • k • •• •• ••• • • • ••• • • 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 REV(lS&O Building Owl; e1> mnda Accfptnnce Noa IIII•.7 Expiration Dale Ayliaaka- B r Miami ade Product Control SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE "70.0 PSI' (+80.0 DP MAX.) 71 Q TY ALUMINUM WINDOWS AND GLASS D00RS MANUFACTURER 'OF QU FLANGE IMPACT WINDOW HS-8700 HORIZONTAL 0' X DESIGN LOAD CHART fio oD 8 0 s 3 - DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (XOX UN —EQUAL LITE) A + / - Pressures (psf) to ce FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) I Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf 1 + psf - psf + psf - psf + ps - psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 ! 75.0 65.0 75.0 52.0 52.0 65.0 75.0 yJ ®N ST. MEDLEY. FLORIDA31 9 0 N s 0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 • 65.0 75.0 53.125 26 .. 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 • 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 • 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - • 52.0 52.0 65.0 . 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 • 52 0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 . 75.0 74 50.625 4 9 .. - - 52.0 52.0 65.0 75.0. 65.0 75.0 52.0. 52.0 . 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 " 75.0 Rrvvian Rena "A" - No chnnge th,5 sheet "B" - Revised dote For the FNC-2014 C. Compliance ./ FNC 51h Edition (2014) and ASLN E1300-09 0. Compliance -/ FBC 6th Edtion (2017) Prawn Rv: Der Pawl: N. ERAZO 05/30/09 Rrv.e.d By: Dan Rev4r. _ N. ERAZO 11/01/17 nevi* Cry. Seer: 0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65 0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - _ 52.0 52.0 65.0 � 75 • • 0 i t5.Z • • • Z5. Q ..• 52. 0 52.0 plAg, ap,1e/5.0 a complying • • -• • • riltt the Florid• I • • • • • Building Code • • • • • • • Acceptance No-1212.1/ Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Exptmtion Date �J 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW \\ // ...-' By. \` (WINDOWS WITH GLASS TYPES "A, B, C, & D") \\\ \\� i// / i SILL RD (:onlml 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & Fr') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) \�• • • !• •• •t •• • • '/ I. /� •• 1 • • ! • • • • • • • • • I\ • • • \./[Ti�iiILICOFLct 1 APPLIED WITH SILICONE I FOR DP ABOVE .70.0 PSF i (+80.0 DP MAX.) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. - - ' • • • • • • zi IN THE HVHZ, THE I.O. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal IP,. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • AR GLAZING DEPTH 'SILICONE OPTIONS'. DONA CORNING 899 SCHNEE-MOREHEAD 5731 IREMCO SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE B ITEM CLASS DESCRIPTION I/81 ANNEALED CLASS 2 0DNB' PLASTIC INTERLATER I.W I/O' ANNEALED GLASS I' L LAMINATED GLASS COMPOSITION - TYPF, D ITEM CUSS DESCRIPTION I/O' NEAT-STRENGHTENED GLASS 2 "090' PLASTIC INTERLATER 3 1/S' MEAT-STRENGHTENED GLASS ALUMINUM MULLION SEE MULLION APPROVALS OCR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF THE LAMINATE DESCRIPTION `WINDOW OR MULL SHALL GOVERN :i —JLI[[1�TQ' r1 SAFA-Ex PVB by Cosenen EM1I':Cel co. Berl I ' 4 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 92 FOR VAX, FASTENER SPACING AND GP TABLES FOR QUANTITY) LAMINATE DESCRIPTION TROSIFOL PVB by Kvrerey America, Inc. LAMINATED GLA S COMPOSITION ="°TYPE`E ITEM I GLASS DESCRIPTION 1 II/8' NEAT-STRENGHTENED GLASS 2 !0.090' PLASTIC INTE4I.AYER 3 11/8- HEAT-SrRENGMTENCD GLASS II DETAIL LAMINATE DESCRIPTION ZSArLEX AVE by estnon Chence1 cR. LAMINATED GLASS COMPOSITION - TYPE F ITEM 3 CLASS DESCRIPTION 1/8' ANNEALED GLASS 0090' PLASTIC INTERLATER 1/8' ANNEALED GLASS 0.600' GLAZING DEPTH LAMINATE DESCRIPTION TROSIFOL PVB by KPrerAy AmET,A. Inc. 'S IL 'CONE •OPT IONS'. DC* CORNING 899 SCHNEE-MOREMEAD 5731 TREM.00 SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM CLASSDr9CRIPTION 2 I/O' ANNEALED CLASS OC90' PLASTIC INTERLATER I/O' ANNEALED GLASS INSULATED AIR SPACE I/O' ANNEALED GLASS 1•I LAMINATE. DESCRIPTION SAELEX PVB by Ces.nen Cnen4ce. co. INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION I/O' ANNEALED CLASS 2 0790' PLASTIC INTERLATER I/O' AN NE A-ED GLASS 1/4' INSULATED AI4 SPACE 5 1/8' ANNEALED GLASS <•I DETAIL LAMINATE DESCRIPTION '' 1004100E PVB by I Nvroroy Anerlco, Inc INSULA'I'EU LAMINATED GLASS COMPOSITION TYPE G RE CLASS DESCRIPTION 1 1/9' HEAT-STRENGHTENED GLASS 2 0090' PLASTIC INTERLATER 3 1/8' HEAT-STRENGHTENED GLASS A I/4' INSI.LATED AIR SPACE AIL 1/B' ANNEALED GLASS <•I ��Q}'e.T•o-I LAMINATE DESCRIPTIO OSIFOL PVB by ranoy Anerco. Inc. <.I vINCCVS WITH GLASS TYPES 'A, C, 7R G' INSTALLED ABOVE DV T. iN THE HVNZ, THE I.G. EXTERIOR LITE SMALL BE TEMPERER. GLAZING DETAILS AND OPTIONS INTERIOR EXTERIOR GRADE---— WINDOW FRAME PERIMETER CAULKING EXTERIOR lFRAME MULLING DETAIL �S= PERIMETER SEALANT SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX DE51GN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 4' MAX. 9 12 S.D.S. X 1 1/4- L. �1 ! SHIM —(SEE ELEVATION AT SHEET 92 INTERIORFOR MAX, FASTENER SPACING) WINDOW FRAME NOTE: I. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO 8E PAINTED 0R PLATED. 2. METAL STRUCTURES' A) STEEL Fy = 36 KSI VIN. (STEEL 1B C.A. MAN THICK - 0.048") 8) .ALUMINUM : 6063-T5 MIN. (ALUU. 0.078' MA. THICK) METAL STRUCTURE ATTACHMENT DETAIL • • ❑S-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART p REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 l FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-76 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-76 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-76 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-9702 I FRAME SILL TRACK 6C63-75 ALUMINUM 10 L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 1I L-7708 AS REO'D. GLAZING BEAD < 3/8' ) 6063-15 ALUMINUM 12 FS-006 AS RED'D. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD. INSTALLATION SCREWS )114 SMS F.H./PHIL. 14 L-7531 4S REQ'D. VINYL BULB 1/4' DIA. BULB 43033 15 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REO'D. GLAZING BEAD C INSULATED) 6063-75 ALUMINUM 19 PWS-001 AS REO'D. PILE 8 GLAZING BEAD. .187' w x :(50' h 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 K 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW R8 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP & BAFFLE 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD I/2' X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING . 28 HC-026-1 1 SCREEN FRAME & MESH x 29 • 1 ATTACHMENT SCREW E CLIP M8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 x 2 LAMINATED GLASS See Det5ils 8 L.H. of sheet 9 34 . AS REO'D. GLAZING SILICONE See Detnils 2 L.H. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SO4-5504 AS REQD. JOINT SEALANT 4 37 x AS REO'D, PERIMETER ACRYLIC CAULK OS/ POLYSE4MSE.4L • • • • • • • • • • • • • •• • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No - LI Z. I j Expirmion iiyy B Miami Dade Product Conyol z HM 5 W E5 z. O z a a O a d F z O N O S 0 0 i` 0 T/] La: 52 Y`o L8700-0901 1 1 a FRAME HEAD L-7703 �1250—{ FRAME FIXED JAMB L-7701 SILL TRACK L-8702 O — _�� FRAME JAMB• ® ' '\ FRAME TQP CORNER HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS OI O :MO J- A62 Itn' [ '[n[ l T c-10 \• \. v\ ` `I FRAME HEAD 5((( q o 0 o N J I 1 1285— ` I 2.6A3 A62 SILL RETAINING CLIP L-8705 1 G 2.651 VENT TOP RAIL LA39 1'166 — —462 FRAM, JAMB O �1toll b. O ,..4 ill OP FRAME BOTTOM CORNER [1A SO N INDUSTRIES, INCH MANUFACTURER OF QUALITY ALUMINUM ZN (t Z FRAME SILL (L--J�B'�701 �J FRAME VENT JAMB L-8703�/�� `J .784 — I1�2.000 1 2.374V 2.6431. LENT 539PR[NG 0 LATCH VENT TOP CORNER FRAME HEFTING RAIL '\ FRAMF sill �i \ d ENi JAVP RAIL, L235 VFNT LOCK RAIL .. 1 ---2----11. L c _2s7 '��.,U I• .7 t e` y� g — .698 2.655 I— 750— ` \\,\\, I i VENT BOTTOM RAIL, \� O FRAME SILL / MEETING RAIL F v. FRAME R.w4ww Mot.: 'A' - No Change thus sheet 'B' - Revised do to For the FBC-R014 C. Compliance ./ FBC 5th Edition (2014) and ASIR E1300-09 • 0. Compl:once ./ FBC 6111 Edition (2012) Brown R4' Da. Orman N. ERAZO 05/30/09 0.4 N. ERAZO 11/01/17 R..* LmL e Seo4: VENT INTERLOCK L -7705 RAIL FIXED MEETING RAIL L-7704 VENT L-7707 © TOP BOTTOM. RAIL 1.375� . 862— r 0_ —A62 5111 \ VENT BOTTOM CORNER 2.062 A7B-- 2285 -��l 1 FRAME & SASH CORNER ASSEMBLY DETAILS 1.504 ---TI- 062— — 1.165 —1.073-1 VENT JAMB RAIL L-7706 SI+�s1 SILL ANCHOR CLIP L-8830 GLAZING BEAD L-7708 • • • GLAZING B•AD L-7711 • • 1 8 • • SIi•L ��•iiSF=2 • Ap4PTEi j.•8706 • • • � • C0 • • • 500 • • • • • • • • • • • • "0 0 �1 3z �— Ir.185 294 I I "'+5'`2'� PRODUCT REVISED . T A5U .030 LAsO I T .BSo . • I 4y• --MIJ _ •• • • • • • • as complying with the Floridarida AIg • Acceptance No I/- I1111 g',A62 •• • • • • n p.. , � 4- O. • 01 • • • • EXpirelion Dat D41L1 I7n1.i V 12.791 —1235 •• • •• • • • • • • • • y-I•• —•L250 —.773• �-AS• � • MBiami Dade ProduG Contrpl—.773 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 • 411 • • • 0 0 0 • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www_miamidade.eov/economv Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ProilttetEpntrol Section (Ln Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadero) reserte the right • to have this product or material tested for quality assurance purposes. If this proeitict or matet�iaj �'dils to • • perform in the accepted manner, the manufacturer will incur the expense of such testrn, and theH7 may • irnraediately revoke, modify, or suspend the use of such product or material within jurisdictio.� RER • reserves the right to revoke this acceptance, if it is determined by Miami-Dade'�'phfy Prodltit• CtIntrol Section that this product or material fails to meet the requirements of the applicable.h:oil4iug cods. • • This product is approved as described herein, and has been designed to comply twit he Floriarddilding• Code, including the High Velocity Hurricane Zone.- • • • DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung \ �in.d �zv — .• 11�.I. •, • APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Si$gWe' Ijung Fl3gge, Frame: Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision D dated 11/01/17,6w.e•a'!ed by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEPv1ENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official_ This NOA revises NOA No. 16-1003.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. o NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision D dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Unni.foiui Static Air Pressure Test, Loading per FBC, TAS 202-94 .... 2) Large Missile Impact Test per FBC, TAS 2Q 1- • 3) Cyclic Wind Pressure Loading per FBC, Tt�C.�3 44 ... • • along with marked -up drawings and installation diagram of a*•atriginum•9 1.gla hung • window, prepared by Hurricane Engineering .& Testing, inc., T Reports No! ITETI, • 09-2530A and HE T I-09-2530B, dated 0 3/02/09, signed ar, ea2ed by •C_Fdado F! • Font, P.E. (Submitted under tYa No. Q9-0 06.09) • • 2. Test reports on: 1) :Idiom Static Alf -Pressure Test, Loading po FOC T AaS•,i ry'94 2) Large Missile Impact Test per FBC; TAS 4414: • • • 3) Cyclic Wind Pressure Loading per FBC, •TA S 203-94 • • along with marked -up drawings and installation diagram of a%i a.ka:xinur:•single hun4 • window, prepared by Hurricane Engineering & Testing, Inc.,• ail • Test %cpgris No • HETI-08-2003C, HF,TI-08-2004A, MIT-08-2060A & B, I TI-08-2061A & B, HF. T I-08=2062A & B, ITETI-08-2063A & B, IIETI-08-2064A .& B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static. Air Pressure Test, Loading -per FBC TAS 202-94 3) Water.Resistance Test., per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory,. Inc., Test Reports No. TL.- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Fi gueredo,. P.E. (Submitted- under NOA No. 01-_t 009.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F B C, , prepared by Lawson industries. Inc., dated_ 05/28/09, revised on 01/18/10, signed and sealed by Thomas 1. Sotos, P.E_ (Submitted under NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 App.rov [Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17,•cxpiring on 07/08/19. • 3. Notice of Acceptance No. 17-0712.05 issued to Eastman ChentitalComeanrtMA) .' • for their "Safiex Clear and Color Glass Interlayers" dated 091Cr7J1'1, expiring on 05/21/21. . . .... . . .... • F. STATEMENTS • • 1. Statement letter of conformance, complying with FBC-6t Et ttirtn (20171, and of m• • financial interest, dated November 17, 2017, issued by m'.lirdlaturer, signed and •. sealed by Thomas J. Sotos, P.E_ 2. Statement letter of no financial interest, dated 05/28/09, i sy�d; by m4nutacturei signed and sealed by Thomas J. Sotos, P.E. (Submitted under NO_A No.'l x-11.TO5.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060 A & R, IIETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 • . INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET B4) (MAX.-TYP. 0 6 ALL CORNERS) 10 1/4' MAX. ABOVE MEETING RAIL AT 6' MEETING R AIL 9 7/8' MAX.BELOW MEETING RAIL 6 MAX. EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTION General No WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS 13 3/4. I— (A) 4 MAX. AT FRAME HEAD MAX. 0.C. (B) NONE PER FRAME SILL le c MAX.) (C) FRAME JAMBS (SEE SHEET WINDOW BUCK WIDTH 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) I AT - 6• MEETING 7.1iRAILS B I/O' MAX. BELOW MEETING RAILS 5:..12S WINDOW FLANGE FRAME WIDTH 10 19/16• L.- MAX. O.CI Max. Width 52.125' WINDOW BUCK WIDTH UN —EQUAL LITE RADIUS ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL Id FRAME JAMBS (SEE SHEET a4) 6' 6•(ALL .-TYP. 0" ALLLL CORNERS) 93/8' I MAX. ABOVE i�MLLTIN3 RAILS- wj M1 0' q a� A7 `M— i b' MEETING RAILS �3 ) ' 6 10 3N/+p'X E�W IHLE I rNGIFAILK- 6 MA% 1 EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 53.125 WINDOW FLANGE FRAME WIDTH A I 13 3 A f 6' O Nt a a Ua$c�D.LO. W1y1h1 ^48 11/1F, 52,125 WINDOW BUCK WIDTH UN —EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF 5) SE S-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 50 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE F.D.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS 0R SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL, IN CONTACT WITH ALUMINUM 0R OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. INSTALLATION ANCHORS (A) 4 MAX. AT FRAME HEAD (B) NONE PER FRAME SILL (C) FRAME JAMBS (SEE SHEET 53,1 5' WINDOW FLANGE FRAME WIDTH —{ MA13 %3/4' . D.C. AX TYPICAL AT ALL CORNERS) _asw"• Mo D.L.O. With - EOiJAL L[TE VINDEI'a= :• pr.11 . Q j. r� F• t ¢ m • 1 1 1 1 1 -,148 I 11/18, n I O .5 s 0 c � I • • 1*1 ✓ 5 • EXT. 6 INT. FALSE COLONIAL• • , " • • • C. • � • MUNTINS ARE APPLIED W/ • •2lr• / SILICONE AND ARE • • • • • 1401(N) AVAILABLE ABLE AS OPTIONAL. TRNIUW •UCH WIDTH • v• • • EQUAL LITh• ELEVAt1 • (LIMITED TO LOADS ON SHEET 4 OF 5) • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • O PRODUCT REVISED as complying with the Florida Dudding Code Acceptance No -1- 2 • i I Expiration Date DY 14inini Dade Product Control S No. (305) 696-8660 NH Q z 0 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS FRAME IMPACT WINDOW SERIES-7700 SINGLE HUNG FLANGE ELEVATIONS, CONFIGURATIONS AND NOTES pO, 0 0 0 -4-T j 7 5 • :8 IS 1- 0 1 1 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) EXTERIOR GRADE PERIMETER CAULKING 1 1/8' MIN EDGE DI •.v EXTERIOR11111 - oPI aMI 0 9 ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1/4' MIN. A EMBEDMENT • mo4.' SILICONE ADHESIVE BEDDING COMPOUND O EXTERIOR GRADE PERIMETER CAULKING LAMINATED GLASS 24 MEETING RAILS INTERIOR EXT. GRADE CAULK EXT. GRADE CAULK 1' MIN. DGE DISTANC T■ EXT. GRADE CAULK 414 S.M.S. W'/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET 41 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND LA NATE➢ GLASS .PT. WOOD BUCKS 1/4' TAPCDN W/ 1 1/4' e MIN. EMBEDMENT INTO CONC. �` y ,_>e_ �� .�4/FOR MAX FASTENER SPACING)VATION AT SHEET 41 APtit _ _._._ _ _.._.. )alum ) unan•nma�,. - I 6(r l/4' ENT MIN. _ :I O _ _ (EMBED_.___ [.` 1 1I. _ `. EDGE D/8' ISMTANNCE O O 414 SAS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 41 FOR MAX, FASTENER SPACING) I/4' MIN. EMBEDMENT 1 BY DR 2 BY WOOD BUCK EXT. GRADE CAULK 1/4' MAX. SHIM TYP • INTERIOR EXTERIOR EXTERIOR GRADE PERIMETER CAULKING vN➢CW FRAME W1➢.H WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK —BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO DE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE M12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) •• • • • • • • • • •• • • • •• • • • •• • • • •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • PRODUCT REVISED complying with the Flondu Building Cede Acceptance No 17-1L11•L� Explmtion D/uc�'�� J y43.14 By / �f _. Miami Dade Pm:MG Control z cif] MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW WINDOW VERTICAL AND HORIZONTAL CROSS SECTION, DETAILS & NOTES 0 to 0 a 1 1 dg 31- a z 1 m z 'SILICONE OPTIONS, DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCD SPECTRUM 2 0.6G0'--)- GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 ITEM CLASS DESCRIPTION 1 DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS -_ _ _ _ _ _ SAFLEX PVB by Caetnan Chemical ca. 2 0090' PLASTIC INIERLAYER I- _ _ a _ _._ - 3 1/8' ANNEALED GLASS I V LAMINATED GLASS COMPOSITION - TYPE 3 ITEM GLASS DESCRIPTION 2 1/8' ANNEALED GLASS 0.090' PLASTIC INIERLAYER 1/8' ANNEALED GLASS LAMINATE DESCRIPTION SENTRYCLAS by Kuroroy America, Inc. LAMINATED GLASS COMPOSITION - TYPE 4 ITEM CLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS = : TROSIFOL PVB by Kuraray America, Inc 2 0.090' PLASTIC INIERLAYER a I la _ _ _ _ _- 3 1/8' ANNEALED GLASS I 1 a24a - LAMINATED GLASS COMPOSITION - TYPE 5 ITEM 2 3 GLASS DESCRIPTION 1/8' HEAT-STRENGHTENEO GLASS 0090' PLASTIC INIERLAYER 1/8' HEAT-STRENGHTENED GLASS (24 0.600'-1- GLAZING DEPTH LAMINATE DESCRIPTION TROSIFOL PVB by Kuraray America, Inc, SILICONE OPTIONS, DOV CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LNSULATED LAMINATED GLASS COMPOSITION TYPE 8 Ina CLASS DESCRIPTION 1/8' FEAT-STRENGHTENED GLASS 2 0.090' PLASTIC INTERLAYER 3 I/O' MEAT-STRENGHTENE➢ GLASS 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS LAMINATE DESCRIPTION TROSIFOL PVB by Kuraray Americo, Inc INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM CLASS DESCNPnON l 1/(i' ANNEALED GLASS 2 0.090' PLASTIC INIERLAYER 3 _ 1/8' ANNEALED GLASS 4 1/1' INSULATED AIR SPACE 5 I/O' ANNEALED GLASS LAMINATE DESCRIPTION SAFLEX PVB by Eastman Chemical co. GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES "6 & 7" INSTALLED ABOVE 30ft IN THE HVHZ, THE I.C. IN THE EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SM,1 T MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. <SEE ELEVATION AND DP TABLES FOR QUANTITY AND FASTENER SPACING) R14 S.M.S. V/ 1 1/4 MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET B1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC WEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP.; ,11::I:0!I JAMB SHIM SPACE STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.L. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. INTERIOR EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYR.) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED 8Y OTHERS (TYP.) WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SUE MULLION APPROVALS FOR \\\\t1 MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE (r HUNG WINDOW 0R MULL SHALL GOVERN 'i INTERIOR LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. V---- SEE MULLION APPROVALS FOR VULLIOI4 TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE y, 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN SHIM # 12 S.D.S. X 1 1/4' L. -i SEE ELEV. FOR SPACING SZ" EXTERIOR PERIMETER E`Z SEALANT EXTERIOR EXTERIOR GRADE • • • • • • • • • • • •• PERIMETER CAULKING • IL FRAME MULLING DETRIL • • • • •¥E••i1L.STRU: T•TURE ATTACHMENT DETAIL • OOOOO• ••• • • •• ••• •• • • • •• • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • a • • • • •• •• • • • NOTE: 1. ALL STEEL IN CONTACT WITH LL= = ALUM. TO BE PAINTED 0R PLATED. -- --- 2. METAL STRUCTURES: A) STEEL : Fy = 36 K51 MIN. (STEEL 18 GA. MIN. THICK - 0.048") WINDOW FRAME El) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) PRODUCT R✓ VISECI m complying trial the Florida Budding Code Acceptance No I 21 Expiration DDte II, 2a 1'I ay7' Miami Dade Product Control n U z VI NW A z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS SERIES-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW DESIGN PRESSURES, GLAZING DETAILS & LOCK OPTIONS 1 L77OO-0901 1 1 a AYZ 1 3 1 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 3H VENTS WINDOW # Jam 6 Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 50.625 6 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 50.625 60.0 80.0 80.0 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80-0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (psf) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 i APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb Anchors + / - Pressures (psf) Glass Type 2 Glass Type 3 Glass Type 4 Glass Type 5 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 26 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 00.0 80.0 80.0 e„ 19,15 38 375 4 80.0 80.0 60.0 C 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 42 50.625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 • 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - - 80.0 19.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 80.0 80.0 60.0 80.0 80-0 80.0 37 63 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0 80.0 80.0 80.0 48 63 80.0 80.0 - - - 80.0 53.125 63 80.0 80.0 - - - 80.0 19.125 74.25 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 37 74.25 80.0 80.0 - - - 80.0 42 74.25 80.0 80.0 - - - 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 19.125 78 8 80.0 80.0 60.0 80.0 80.0 80,0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - - 79.0 48 78 71.0 71.0 - - - 71.0 • • • • • • . • • • -_ / • �• • Iw Ye M • 1) t/ /' i• 1 • ; .\\ • APPROVED CONFIGURATIONS - EQUAL LITE • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • • ••• • • as complying with the Florida Duddins Code Acceptanve No 11' IZIL•1,1 Expiration Dct Ay' Miami Dade Product Centro( nt31 Cifp MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS O Gi z FLANGE FRAME IMPACT SERIES-7700 SINGLE HUNG DESIGN PRESSURE CHARTS, & CONFIGURATION OPTIONS 0 0 0 r- 1 1 1 4 i 4 FRAME HEAD L-7701 500 F 062 II II 8144 IJII-I 2.651 ( coal-TS 61JIMINOM FIXED MEETING RAIL L-7704 0 1.504 2285 FRAME SILL L-7702 ( 6063-T5 ALUMINUM ) 1.441 .062] -_ —.050 2.437 1 .5011 2.713 FRAME JAMB L-7703 ( 6040-T5 Amami ) 1.250 O 2.643 .500 VENT INTERLOCK RAIL L-7705 O( 0003-10 ALUMINUM ) T C62 1 is- 2.062 - L075- VENT BOTTOM RAIL L-7706 O( 6063-TS AL111(INUM ) VENT JAMB RAIL L-7707 O( 6003-T6 61111124111 VENT SPRING LATCH L-7539 1,013 -- --.062 .638 — ( 9093-T5 ALUMINI.40 GLAZING BEAD L-7708 ( 6093-TO ALUMINUM ) 6.050 1 391 — I73— GLAZING BEAD L-7711 16 GLAZING BEAD L-4204 17 e063-T5 ALVIa5UM ) ( 6083-TS Ali/UMW — .050 —.773- 801 115J 466 FRAME J60B VENT JAyp Pill FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER VFW TOP PA11 VFW P10000 RAIL VENT BOTTOM CORNER • •• • •• • •• • • • • • • • • • • • • FRAME & SASH CORNER DETAILS • BILL OF MATERIALS ITEM N PART # REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-76 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB <SIDE) RAIL 6063-76 ALUMINUM 8 L-7708 AS REQ'➢. GLAZING DEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS 48 X 3/4' P.H. PHILLIPS 10 FS-040 AS REQD. INSTALLATION SCREWS 114 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB 23033 12 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REQD. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS RELIT. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQD, GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 * AS REQD. GLAZING SILICONE SEE GLAZING @ SHT. 3 24 * 2 Laminated Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 * 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 * * * * 31 SM-5504 AS REQD. JOINT SEALANT SM-5504 32 * AS REQD. PERIMETER ACRYLIC CAULK ❑SI POLYSEAMSEAL ••• • • • • • •• • • • • • ••• •• • • • •• • ••• • • I* • • • • • • • • • • C • • • • • • • •• • • • •• • • • • • • • ••• • • • • • • • • • • • • • • * • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • ••• • • • • • • • • V.Q ODl1CF REVISED es complying with the Bonds Budding Cods Acceptance No I'(-ILIF•LI Expiration Dot tLl.l Mn�P_4 Miami Dade Product Control a too m M co M (11 a o o & 0o� 0 Z w 2. o Z o O In to z a cif] .71 H H r H MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS IMPACT WINDOW FLANGE FRAME L7 z SERIES-7700 SINGLE s$ oL.; N aS z 9 z MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90`h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imsteekiitt.eIy revoke, modify, or suspend the use of such product or uraterial within their jurisdiction. :ER'rpserves•thetight to revoke this acceptance, if it is determined by Miami —Dade County Product Control Se tlon that the p;e :ct 11805 SW 26 Street, Room 208 T (786) 31 5--2590 F (786) 315-2599 www.miamidade.2ov;economv or material fails to meet the requirements of the applicable building code. • • •• This product is approved as described herein, and has been designed to comply with the F•lQ‘i 1a Building Code, including the High Velocity •• •• • Hurricane Zone. •• • • • • DESCRIPTION; Series "4200/ 6200 Flange —Frame" .Aluminum Fixed Window — Irlti .4P: • • APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled •"Serie7—Eff00-6200 Flange — Frame Impact Fixed Window', sheets 01 throui h 05 of 05, dated 02/21/12 last revised orr:NOV•21.,'2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing tlh Miami—Dash•€oenty Product Control Section Revision stamp with the Notice of Acceptance number and%xPir$tion d4 1Zy the Miami —Dade County Product Control Section. '••'e • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in sheet 3. The monolithic lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade. 3. When an approved impact resistant mullion attached to combine window units, lower DP will apply to entire assembly. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA -as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0531.05 and consists of this page 1 and evidence pages E-i, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIA.MI-DADE COUNTY NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date:, February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subnzitted under NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series- 4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision `B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an arch- and a rect'wiJ, r fin - frame fixed window, prepared by Hurricane Engineering & Testing, Vic., Tast.�,eports No.'s HETIi2-4010 and HETI-11-3363, both dated 03/05/ 12', •Sighed and• seared by. Rafael Droz-Seda_ P. E. •• .... (Submitted under NOA No. 12-0307 06) • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.... .... . .... 2) Cyclic Wind Pressure Loading per FBC, TAS ?&33-44 . • • • • . . along with marked -up drawings and installation diagram of a recta n , a circu4ar arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Entilid44ing & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09' I�.,T-- E1I-09-26.12, dated 09/02/09, HETI-09-2586, dated 07/10/09, IITI-09-2584, dated 07/10/0972I-09 2582, dated 07110/09, HETI-09-2580 arid dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air Press.ne Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular tin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test -Reports No.'s HETI-09-261.3, dated 09/04/09, HETI-09-2611, dated 09/04/09, IETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted underNO4 No. 12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 along with marked -up drawings and installation diagram of a rectangular frn- frame fixed wthdow, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s Hr TI- 03--1778, dated 01/30/03, HE T I-03-1779, dated 01/30/03 and HETI--03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 03-032711) islraq I. Chi nda, P. E. Product Control Examiner NOA No. 17-1212_13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 —1 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz- Seda, P. E. (Submitted under NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, "i'AS 202-94 2) Unifoini Static Air Pressure Test; Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 •• .... along with marked -up drawings and installation diagram of a circula u h fun-fxanei fixed' window, prepared by Hurricane Engineering & Testing, Inc., Test•Ryports N'ca:s' HETI- 02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, bo'tl%•Si"•red and sealed by. • •• Hector Medina, P. E.•"• • • . •••• (Submitted under NOA No. 02-0701.01) • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-84'..' • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-.94 • • • along with marked -up drawings and installation diagram of a rectgulai-, a c4r• u ul& arch-. ' and an elliptical arch fin -frame fixed window, prepared by H'siriea�e Engineering cst • Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02,�HETI-0i.-11S1 dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. • .• E. (Submitted under NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas T. Sotos, P. E. (Submitted under NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department ofRegulatory and Economic Resources (RER). lshaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E — 2 • Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGIas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. • (Submitted under NOA No. 12-0307.06) • • • ••• • 3. Laboratory compliance letter for Test Reports No.'s HETI-09•-'?�p0, datedr 419//4/09, • HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09' F7I--O9-2584, dated • 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dat 0714 0/09..V1I-09 ' • 2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, • !LTX-09 -585„ date: 07/10/09, H ,TI--09-2581, dated 07/10/09 and HETI-09-2579, de4ecie7/10/111; I14'issue4 by Hurricane Engineering & Testing, Inc., signed and sealed by C4idi lo;F. Font, P. E. . • (Submitted under NOA No. 12-0307.06) • • 4. Laboratory compliance letter for Test Reports No.'s HETI-17%40p dated.03/05/124 • HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03?17dated • 01/30/03, I TI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03- 1774A_, dated 01/30/03 and HETI-03-1774B, .dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Subnzitied under NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 14-0908.18., issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and expiring on 08/22/17. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L4200-6200-1201 Rev C, titled "Series-4200-6200 Flange -Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E, prepared by manufacturer,.signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance. j Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-12-12.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS ••••• 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No fir; 4 interest ated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Segos, P.E., • 2. Statement letter dated 01/22/ 18 of the .editorial drawing changes issuedibrilsawson Inc. signed. by Nelson Erazo, Senior design engineer. . • • • • • • • • • •• ...•• • G. OTHER•••• . 1. This NOA. revises # 17-0531.05, expiring 08/22/22. . • • . .• . E —d • . • . • .. . • . • • . . i .• . . . • . • • • 'shag I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) T VINDDV HEIGHT DDV LVIN QUARTER-ROUND EITVAnON T WINDOW HEIGHT WINDOW WIDTH HALF -ROUND TYPICAL C EVATION WINDOW FEI7IGEHTT LEG HT. WINDOW VIDTH ARCHFD PICTURE WINDOW LwINDDv 1 V]➢TH HF GOT4 TYPICAL ELEVATION VINDOW VINDDV VIDTH PULL ROUND DTICAL ELEVATION WINDOW HEIGH Y� WINDOW WIDTH RFCTANGUI AR TYPICAL ELEVATION VINDOW HEIGHT L VINDDV WIDTH RECTANGULAR TYPICAL ELEVATION ViNDO,4' HEIGHT LVINDDV VI➢TN SOUARF PICTURE WINDOW El IVATIQN WINDOW HEIGHT VINDDV VIDTN 1 LEG HT. SQIIARF PICTIIRF WINDOW FLEVAnON WINDOW HEIGHT 1 VINDOW vinTH OVAL TYPICAL EI FVATION WINDOW NErHT LEG HT. WINDOW VIDTH LEGGED EYE BROW ELEVATION WINDOV NEIGH QUARTER -ROUND El EVATION r WINDOW HEIGHT LL WINDOV vIDTH OCTAGON TYPICAL ELEVATION WINDOW LHEIGH T "ELLIPTICAL" TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SIXIARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS PROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. NOTE MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. TYPICAL ELEVATION TESTED UNIT P ODUCS Y%VMU serityliti .vkb the neeYA NMNep Coe _ A.eepinee N. 1 7--la II • i 3. It.pitellr ale /". L 4 7.7 , AA�,�- Mime 6MI . Prookw(C.e4W EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-8th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTAI.IPD AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30It. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). 7.) FCji•IPTIZil?A2. F�A4 Irgl'$LL no: Diflo/RI.S SEE SHEETS 2 & 5. 8.) EA'. & INT. 'ALSIP �01.•NLAI. I{UN�INSI ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WO011•BUCIZS:IN:COIDTA:'T :ITC C4 CRL•rE MUST BE PRESSURE TREATED AND ANCHORED (BS•OTHBRIP)U PRIOR" TO ii7NDT F Ij1ST TI0N. (SEE SHEET #2 FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS eISIN(• eiMIAMI- COj1NTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE • LOWER iT SE 1GN P SU$$ ROM 12. N DaWS OR MULLION APPROVAL WILL APPLY YO THE • EITIRE•MULLED STE1j. • • 12.1 tEE SHEET ,} 5 RIDR MUIdiON�{MET4sLeAT:ACgMENT DETAILS & OPTIONS. •• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • U z H z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ME IMPACT FIXED WINDOW z G=. -4200-620 ui 0 a. 0 a. N 0 co 0 1 1 1 .4 61, rcti ao 7 1 • 1 M14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET B1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC WEATHERPROOF MOISTURE BARRIE BY OTHERS (TYP. MAX. INTERIOR mini SPACE EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND 'WINDOW FRAME FLANGE BY INSTALLER (TYP.) EXTERIOR E4T. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS IM4B (TYP) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.L. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2, THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN, 4. CONCRETE COMPRESSIVE STRENGHT = 2Ks1 MIN. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/0". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 1114 SMS OR WD. SCREWS INT❑ WOOD, OR 1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX. TAPCON YIELD STRENGTH, Fy=100Ks1 ULTIMATE STRENGTH, Fu=125Ks1 ALL WOOD BUCKS IN CONTACT WITH CONCRETE (NOT BY LAWSON IND.) TO BE PRESSURE TREATED 4 1, TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET PI) 1' MIN. GE ➢ISTANC EXT. GRADE CAULK EXT. GRADE CAULK EXT. GRADE CAULK 1' MIN. DGE DISTANT .Z. EXT. GRADE CAULK B14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET BI FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM T YP • ••• • • M14 S.MS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET B1 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS EXTERIOR EXTERIOR GRADE PERIMETER CAULKING JINDOW FRAME WIDTH 1/4' TAPCDN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET Al FOR MAX. FASTENER SPACING) MOW FRAME HEIGHT 1 I/O' MIN. EDGE D EXTERIOR GRADE PERIMETER CAULKING EXTERIOR • • ( • • • • • •• 1X4.7I0R GRADE • • ••• •• ••• • • • • • • • • • • • • • • •• '•• '• •• • • • • • • • ••• • •PE MR CALKING • • •• .PT. WOOD BUCKS 1/4' TAPCDN W/ 1 1/4' MIN. EMBEDMENT INTO CONC. •" (SEE ELEVATION AT SHEET PI OR MAX. FASTENER SPACING) 1/4' MIN. EMBEDMENT 1 1/8' MIN. . '. EDGE DISTANCE P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS .. EMIB/4EDMENT '6. SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASSmODUC E REVISED 4. MOWS, Width 14 IVrt♦ M Mndi144 C.Mr Arceplkace Nr I 12 ( ! 1 EAltirstir� ARh1-? MIK IWi boded COMM W 1 1/4' MIN. • 4 • G EMBEDMENT !• .ad: ;•f OAe• cfp 0 z H NH FRAME IMPACT FIXED WINDOW SERIES-4200-6200 FLANGE N N 1 1 4 0 0 rw 15 BC 6tn Edition g1= 2 z 0 �Z 1 u (n r 0 I Lld ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • LAMINATED INSULATED GLASS COMPOSITION TYPE B ©16 LAMINATED GLASS COMPOSITION - TYPE A SILICONE ITEM DESCRIPTION DETAIL ITEM GLASS DESCRIPTION DETAIL SCHNEE-MOREHEAD SM 5731 0) • 1/8' ANN. GLASS DOW CORNING 899 I ' ND 1� 1 1/8' ANNEALED GLASS _ .v ' 1 TREMCO SPECTRUM 2 o O 2 0.090' SAFLEX PVB by, Eastman Chemical Co. IT ■ ® v4• 2 0.090' TROSIFOL PVB by, Kurarny America, oa o• q q 3 1/8' ANNEALED GLASS + '� �+s -_: 3 Inc. 1/8' ANNEALED GLASS V9' _- =c -_-_,- 1 00 Z 4 1/4' INSULATED AIR SPACE I Ivr ��_ r.= ,,-_,,,�.,,„ 0.340• _..-_,� _ ,..7, 5 (r) 1/8' ANNEALED OR TEMPERED GLASS 5 18 LAMINATED GLASS COMPOSITION - TYPED Q _, II,;. LAMINATED to o ,ten '.5 I o tlj!j MONOLITHIC o z 'O LAMINATED INSULATED GLASS COMPOSITION TYPE C , ITEM GLASS DESCRIPTION DET I'jili� 8501 N.W. < MEDLEY, FLO PH No. (30! WINDOWS Al IMPACT FI: 1 1/8' HEAT-STRENGHTENED GLASS 3 UL J_ W ITEM DESCRIPTION ➢ETAIL x/e• o 1 2 0,090' TROSIFOL PVB by, Kurnrny America, Inc 0 GLAZING STOP 1 1/8' ANNEALED GLASS __ __._ _ 3/l6- - 1 . -__� ® CIRCULAR WOWS. U 2 0.090' SAFLEX PVB by, Eastman Chemical Co. 11T 3 1/8' HEAT-STRENGHTENED GLASS 1 n34o• N 3 1/8''ANNEALED GLASS - - 4 I/4' INSULATED AIR SPACE - _ = 13/32" LAMINATED GLASS COMPOSITION - TYPE E LAMINATED © 0 W 0 5 <e) 3/16' ANNEALED OR TEMPERED GLASS ITEM GLASS DESCRIPTION �3 DETAIL MONOLITHIC C - _LAMINATED MONOLITHIC (WARM. — Ca Z G ce ce 1 3/16' HEAT-STRENGHTENED GLASS 1/B' 1 -_ _ _ _ =' ..e",�. . e $ . o LAMINATED INSULATED GLASS COMPOSITION TYPE F .o.ovo• ` 1 f3^6 �� a N 2 0,090' SAFLEX PVB by. Eastman Chemical Co. L: ___ f P ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS I 1 •• ...,.....z. I .,...,;,.,., — 6) 1 1/8' HEAT-STRENGHTENED V CD GLASS'+�• 1/e' (.1 2 0.090TROSIFOL PVB by. Kurarny Arne Ica inc. ■ ® 1/4, �bn, 7`16" LAMINATED GLASS COMPOSITION - TYPE H 0,600'-!- 0.600•--1 ~ ® 1 .`i 3 1/8' HEAT-STRENGHTENED GLASS >t, ITEM GLASS DESCRIPTION L GLAZING DEPTH GLAZING DEPTH O• k. c7 4 I/4' INSULATED AIR SPACE 6L'^' 313181, ---- 3/16' DETAIL -_ _ Q 1 3/16' ANNEALED GLASS Z 5 (e) 1/8' ANNEALED DR TEMPERED GLASS 2 0.090' SAFLEX PVB by. Eastman .ROW 0+60 • Z Chemical Co. Y1b r _ 7.7 LAMINATED C 1 LAMINATED INSULATED GLASS COMPOSITION TYPE G 3 3/16' ANNEALED GLASS �� tp o- MONOLITHIC 'SILICONE NW W .'� O o ITEM DESCRIPTION - I Dr, OPTIONS', f. t J_ 74(18 LAMINATED GLASS COMPOSITION - TYPE I _ - - DOW CORNING 899 1 1/8' HEAT-STRENOHTENE➢ GLASS 3/l6' L SCHNEE-MOREHEAD 5731 1 • 2 0.090' TROSIFOL PVB by: Kurarny America, Inc. ITEM GLASS DESCRIPTION DETAIL TREMCO SPECTRUM 2 Zn W ■ ® ,1/+, 0.' Q A 3 1/8' HEAT-STRENGHTENED GLASS e' 9G3 =-.= 1 3/16' ANNEALED GLASS + On6 l ' y a 4 1/4' INSULATED AIR SPACE ve' 9 --._ o0w•I 2 0.090' TROSIFOL PVB by, Kurnrny Anerlca, inc. 0090 1 1 - 0460 0.600 A 1111 ct q 1 3n6• :_ ._1 GLAZING DEPTH 5 <*) 3/16' ANNEALED OR TEMPERED GLASS 3 3/16' ANNEALED GLASS 1 41 LAMINATED INSULATED GLASS COMPOSITION TYPE L 7�16" LAMINATED GLASS COMPOSITION - TYPE J LAMINATED/MONOLITHIC FOC 5th Edition (201 10-09 2017 FBC 6th Edition ii ITEM DESCRIPTION DETAIL ITEM GLASS DESCRIPTION 3 GLASS 1 3/16' HEAT-STRENGHTENED GLASS _- -,_I_ 3/16 - I 3/16' HEAT-STRENGHTENED GLASS 3/16 DETAIL _ - TYPICAL GLAZING DETAIL" 2 0.090' TROSIFOL PVB by, Kurarny Americo, Inc. L IT ® .1/4' I 0.090 - 0.460 3 3/16' HEAT-STRENGHTENED GLASS nn _-._�0.10 ' 2 0.090' SENTRYGLASS by, Kurarny America, Inc. 0/16 l i=1 '" +u' 3 3/16' HEAT-STRENGHTENED GLASS �� ll 4 1/4' INSULATED AIR SPACE i _ o-, v ` 5 3/16' TEMPERED GLASS ;R e 7/18" LAMINATED GLASS COMPOSITION - TYPE K $ .ia ° Notes $ e� .4 ITEM GLASS DESCRIPTION 1 DETAIL $ E z z 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. "B, 1 3/16' HEAT-STRENGHTENED GLASS 3/16 _ S ° 8 K) WINDOWS WITH GLASS TYPES C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL 2 0.090' TROSIFOL PVB byi Kurnrny America, Inc, a 0 3/l6-_C.__.__-�_I 0.460 � 6 < m u 4 BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 3 3/16' HEAT-STRENGHTENED GLASS _ --•• c • • • • •• • 0 e © ® • • . E rr — • • . • • • • . cn 0 'SILICONE OPTIONS', . • • $ioDUCtREVl -'s ~` -•� DOW CORNING 899 ''<)� ftkiN<e••e v�••,' c srl `ra� SCHNEE-MOREHEAD 5731 Aw0eplAsa Ne l?_f2)�')' c) ' ��;; TREMC❑ SPECTRUM 2 vvs, • • • • • pate (77 I77. ..; LAMINATED LAMINATED :. • _ • • • • •spl+eMer • • • • • • • • • ICI :.e., \ - ( I t 4 i • • • • • • ) A A.r1'- . , ,c�;',.) INSULATED _. GLAZING DEPTH LAMINATED/INSULATED INSULATED GLAZING GLASS TYPICAL GLAZING -0.600• DEPTH DETAIL • • •�.0.600•- • • • •• • • • •• • • • • • • • PeoiatY Ce•lebi • • • • • • • • • • • • ••• • of (;; •,' s I F e A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • •• •• • • • • • • • • • • • • • • • • • • •• 4200-6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY • PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A 6 +/- DP C H- DP D +/- DP E +/- DP F +/- DP G +/- DP H +/- DP I +/- DP J +/- DP K +/_ DP L H- CP (in.) 8n.1 +/- DP 24" 36" 68 68 68 68 05 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 66 36" 68 68 68 68 65 68 68 68 68 78 65 68 42" 48" 68 68 68 68 65 68 68 68 68 78 65 68 68 58 68 68 65 68 68 68 68 78 65 68 54" 68 68 88 88 65 68 68 68 68 78 65 68 60 68 68 68 68 65 68 68 68 68 78 65 68 24" 48" 68 68 68 68 65 68 68 68 68 78 65 68 30' 68 68 68 68 65 68 68 68 68 78 65 68 36' 68 68 68 68 65 68 68 68 68 78 65 66 42" 68 66 68 68 85 68 68 64.7 58.3 78 65 68 48" 68 68 68 68 65 68 68 56.6 51 78 65 68 54" x x x 68 65 68 68 56.6 51 78 65 68 60' x x x 68 65 68 68 x x 78 65 68 24" 63" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 66 36" 68 58 68 68 65 68 68 68 68 78 65 68 42' x x x 68 65 68 68 64.7 58.3 78 65 68 48" x x x 68 65 68 68 x z 78 65 58 54" x x x x 65 x x x x 78 65 68 60 x X x x 65 x x x x 78 65 68 24" 72" 68 68 68 68 65 68 68 68 68 78 65 58 30' 68 68 68 68 65 68 68 60 68 78 65 68 36" x x x 68 65 68 68 65.5 68 78 65 68 42' x x - x x 65 68 x x x 78 65 68 48' x x x x 65 x x x x 78 65 68 54" x x x x 65 x x X x 74.7 65 68 60' x x x x 65 X x x x 72 65 68 24" 7." 68 56 88 68 65 68 68 68 68 78 65 68 30" 68 58 66 68 65 68 68 58 68 78 65 68 36" x x x 68 65 88 68 64.9 68 78 65 68 42' x x x x 65 x x X x 78 65 68 48' z x x x 65 x x x x 75,6 85 68 54" x x x x 65 x x x x 71.5 65 68 60' x x x x 65 x x x x 68.7 65 68 24" 84" 68 68 68 68 65 68 68 68 66 78 65 65 30" x x x 68 65 68 68 68 68 78 65 68 36" x x x x 55 68 x x x 78 85 68 47' x x x x 65 x x x x 78 65 68 48' x x x x 65 x X X x 73.5 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 68 30'' x x x 68 65 68 68 x x 78 65 68 36" x x x x 65 5 x X x 78 65 68 47' x x X x 65 X x x X 76.8 65 68 24" 108' x x x 68 65 68 68 68 68 78 85 68 30' x x x x 65 x x x x 78 65 68 36" x x x x 65 x x x x 74.7 65 68 24" 120" x x x 68 65 68 68 x x 78 65 68 30" x x x x 65 x x x x 78 65 68 36' x x x x 65 x x x x 74.1 65 68 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B +/- DP C a/- DP D +l- DP E +/- OP F al- DP G a/- DP H +/- DP ... 1 +l- DP ... J +I- DPP K __.._ +/- DP 1 .__. ._... +/- DP (in.) (In.) +/- DP 19-1/8" 26" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 88 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 68 68 68 85 68 68 68 68 78 65 68 19-1/8" 38-3/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 68 66.2 66.2 78 65 68 48"' 68 68 68 68 65 68 68 63.8 63.8 78 65 68 53-1/8" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 19-1/8" 50-5/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 I 68 68 68 65 68 68 66.2 66.2 78 65 I 68 48" x x x 68 65 68 68 x 51 78 65 68 53-1/8" x x x I 68 65 68 68 x x 78 65 68 19-1/8" 58" 68 68 68 68 65 88 68 68 68 I 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 68 x 66.2 78 65 68 48" x x x 68 65 68 68 x x 78 65 68 53-1/8" x x x x 65 x x x x 78 65 68 9-1/8" 68 I 68 68 6 65 68 68 68 68 78 65 68 26-i/2" 68 68 68 65 68 68 68 68 78 65 68 x x x 65 68 68 x 66.2 78 65 68 48" to:63' z x z x 65 68 x x x 78 65 68 53-1/8" x x x x 65 x x x x 78 65 68 19-1/8" 74" 68 68 68 68 65 68 68 68 68 78 65 68. 261/2" 68 68 68 68 65 68 68 x 68 78 65 68 37" x x x 68 65 68 68 x x 78 65 68 48" x x x x 65 x x x x 75.6 65 68 53-1/8• x x x x 65 x x x I x 72 65 68 19-1/8" 74-1/4" 68 68 68 68 65 68 68 68 I 68 78 65 68 26-1/2" 68 68 68 I 68 65 68 68 x 68 78 65 68 37" x x x 68 65 68 68 x x 78 65 68 48" x x X x 65 x x x x 75.2 65 68 53-1/8" x x x x 85 x x X x 71.6 65 68 Notes (*): 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. NE 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SM4L1 MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). PRODUC f REVISED t•amply** with t#rCakiing Noe .NejfZ/l.I Z61&'+44. Date _Zz1.2� it(,.... LI x,�-tom maim m.+M •• • WIDTH AN! LENGTH DIMZNSIONS •AN BE 0RS6o VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. cip MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS GE FRAME IMPACT FIXED WINDOW SERIES-4200-6200 LAMINATED GLASS DESIGN P N 0 co 0 N 1 5 ' Vg C. CompFonce r/ 2017 FBC 8U Edition tg 1 1 ``ttq ' 11 tiff'f0, ``,s' 4! ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • - • • • • • • • •• •• BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L--6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC - 10 + AS REQD. GLAZING SILICONE * - 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REOD. 'TruSecl" Dura Seal Swlggle Spacer 1/4" BLA.CI< 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2,643 310 T 1.28I .062 RP Il !TYPE" I d. 281 04D .850r I .391 91 50 YP. 2 GLAZING (5/16" 773 STOP GLASS) i BO61 d 1 1--1.509---- FRAME HEAD/SILL/JAMB ,040 eso .310 _� .272 i .040 esD _1.250 OSP L.- .773 iP 4 GLAZING STOP (7/16" GLASS) T.05P.0 ' Y - 3 GLAZING (3/8" & 13/32" .773 STOP GLASS) 3l0 .050 .992 050 .0 2 TYP. O50 .8` 0 .115 d G V INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS TYF. TYP. 5 INSULATED W/ 5/16" LAMINATED .684 GLAZING STOP GLASS T SP '-- U _1- 808 by. Inc. 8 .466 H----1 0.090' TIUTACITE Pie Kuearoy Anerko, GLAZING STOP CIRCULAR WOW.) SEE MULLION APPROVALS FOR MULLION TYPE, SIZE .AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078' MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR FRAME HEAD /O. 0 3-I/O ilon+ry FRAME JAM /IRd, 1/4' rn Su0 F/c e' CD erns TO ICC Or (RAM CIRCULAR WINDOWS OR MITER CORNERS FRAME RADIUS JOINT FRAME JAMI) FRAME Gill or HEAP RECT. OR SQUARE WINDOWS TYPICAL CQRNFR CONSTRLK`DON FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE O 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. AT 12' D.C. MAX. EXTERIOR• • EXTERIOR GRADE • PERIMETER CAULKINS • • FRAIE MIILLING DETAIL • • • WI0 •WF RAM • • • • • • • • • • • • • • • • • • SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. TRODUC E REVISf9 Bl 000dinp ade the F'Mnidc Asapbrsee No f.-/2JZ'J3 ZA$i[eelsr Due 71:77 -s c) N, 1` INTERIOR NOTE: THE LOWER PRESSURES OF 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN y, • • ••, • • • • • • ••• • • • • • • •• SHIM 112 S.O.S. X 1 1/4' L. AT 12' D.C. MAX. NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy - 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.046') 8) ALUMINUM 6063-15 MIN. (ALUM. 0.078' MIN. THICK) PERIMETER WINDOW FRAME • SE•LA• • NT •• FiXTERIOR E1 • • • • • ••E1•AL*STRUCTURE ATTACHMENT DETAIL, (rz; 1� MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND O 88 80 An SERIES-4200-6200 F 0 '6 O 0 1 N 0 23 0 I 0 N 1 h3 S �1 2g oL Es 1" 1 1 Z 4 K Ei �`1Yt;5fliit)st/A k . N C$ EE • e !tr Ids • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AI-IJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Buililhkg Code, including the High Velocity Hurricane Zone. • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy • • . DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors" L.M.I. • • ; • : APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte —Impact rrah Out—Swiwg•Door': sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised•oreNov 21, 2p17, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control See Mc.I. kevisiZwlehp witjt, • • the Notice of Acceptance number and Expiration date by the Miami —Dade County Product k.r o1 Secs ion..• • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • •' •' • • Limitations: • • • • • • I. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock optic VS•DP in seebhh 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented%ettelior side, jn,insulated laminated glass make-up). • • •• • • • 3. Applicable door egress requirement to be reviewed by Building official • • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0908.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI-DADE COUNTY 11' APPROVED NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E.• ••`•" (Submitted under NOA No. 11-0202.03) • • • . • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS •.. • • 2) Large Missile Impact Test per FBC, TAS 201-94• 3) Cyclic Wind Pressure Loading per FBC, TAS 20i--9'4•. . • •. • • • along with marked —up drawings and installation diagram of aluminuts wing 1*rerich doot, . • prepared by Hurricane Engineering & Testing, Inc., Test Re oft �1-.9-2621' HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on:41 Ai3i/2009, signed and • • sealed by Candido F. Font, P. E. • (Submitted under NOA No.10-0128.04) •• •• ••. • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• . 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HEETI-02—T095 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifoini Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02- 1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz— Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural manufacturer, dated 12/12/02 with the latest Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. .... '....' analysis, complying «rW F13C, prepay od by the revised dated 07/02/1.0,,. iigned aikl. Se$led by •••• . • •... • • •. •. Miami —Dade Department of Regulatory and Economic Resources (R`ER). • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their 'uraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. • •• . ••• •••• . • • • • F. • • . • • .• • •• • STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) E-2 Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09 2623, HETI-09- 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI- 04-1897, HETI;-Q 1896A, HETI-04-1896B, HETI-04-1377, HETI-02—T095, HETI-02-.T09Q, HEM ;Q2-1253,E • • • • HETI-02-1726, HETI-02—.1728, HETI-02-1736, HETI-02-174el YETI—O2-4 i3 and . • HETI-02-1765, issued by Hurricane Engineering & Testing, li .: ated 01•/414/03 and. • • • • 03/08/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS .... . . . • . .... . .... • . .. .. . . . 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries; ii'V for their series "La •, Porte 8'-0" Outswiug Aluminum French Doors — L.M.L", approved on 06/ )6/13:aiadaxpirirff •• • • • • • •. . .. . . • •• • ••• • on 06/05/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). / f 1 • L tnA �. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol ® Uitraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 14-0908.07, expiring 06/05/18. • . • • • •• • ••.• • • • • • • • • . .• . . • .. . • ...• • • •.. • .. . . .• • • • • .•.• • • • •.•. • . • • • • • • •. • • • •• • • • • .. haq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.09 Expiration Date: June 05, 2018 Approval Date: February 01, 2018 E-4 IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS ITEM / DRIP('. / L-901 PART / LI1-098 REQD. DESCRIPTION FRAME HEAD REMARKS 6063-T6 ALUMINUM 2 L-902 LII-097 FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-16 ALUMINUM 4 L-904 LII-096 2 SIOELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII-092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-085 AS REO'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-087 AS REO'D 1/4 ROUND ALUM BEAD - 3/8' 6063-T5 ALUMINUM 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 V W S-001 TP 3286 AS REO'D. Bulb Vinyl Vts'p.-Tenn Plastics, Inc. See Material Composition of Sheet 6 13 P2S-001 AS RE00. VTS'P 2 TOP/BOTT. RAILS Schlegel FS - .187'w. X .210'h. 14 PWS-002 AS RED➢. W1S'P. 2 FRAME HEAD 6 JAMB Schlegel PB - .187'w. X .330'h. 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16 . FD-619 FD-619-1 2 x ponel STRIKER PLATE 6063-T5 ALUMINUM 17 F0-631 LII-086 AS REGD. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (2 TOP 6 BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 FS-035 AS RE0'D. Frame Install. Screw - Head <See Notes at sheet 4 of 6) 23 FS-035 AS REO'D. Frame Install. Screw- Jamb/Sill (See Notes of sheet 4 of 6) 24 FS-026 8 FRAME ASSEMBLY SCREW »12 X 3/4' PH. -PHI. 25 FS-012 AS REO'D. JAMB ADAPTER SCREW »10 X 3/4' P.H.-PHI. 26 FD-634 LII-171 AS REe'0. 1/4 ROUND ALUM BEAD - 11/16' 6063-T5 ALUMINUM 27 FS-043 8 GLAZING ADAPT. ATTACH, SCREV 08 X 1 1/4' FH.-PHI. 28 FS-049 2/Panel Double Roll Assembly Screw 3/8'x2 1/4' Hex Screw 6 Nut 29 AS RE0'D, NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 31 AS REO'D. NEUTRAL CURE SILICONE Tremco S-500 32 AS REO'D. Laminated Glass see Pg. 5 Dupont - Sentry Gloss Plus 33 AS RE0'D, Laminated Glass see Pg. 5 Dupont - PVB 34 35 HC-002 AS RE0'D, 2/Panel Laminated Glass see Pg. 5 PANEL ASS'Y ALUM. PLATE Saflex - PVB 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 36 HC-004 2/Panel Ponel Ass'y Full Lenght Rod 3/8'Dla.-20D Rod, Plot., Flange Nut 37 FS-011 8 HINGE ATTACHMENT SCREW R10 X 3/4' P.N. / PHI. 38 FS-044 12 STDELITE ATTACHMENT SCREW »10 X t' PH/PHIL. - (17' OC Max.) 39 40 HC-006 HC-007 62PP050BG14 62PP087BG11 6/Jamb 2/Panel I/O' Dia, Hole Plug - Nylon 6-6 7/8' Dlo. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 MICROPLASTICS - Rockwell M-79 41 HC-010 42 L-913 LII-086 1/BOLT AS REO'D. FLUSH BOLT SIII Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rockwell 01-79 1/2 ROUND FALSE ALUM. MUNT1N 6063-T5 ALUMINUM 43 AS REO'D. INT FALSE APPLIED MUNTIN 1.25' X .022' STOCK ALUMINUM 44 L-915 F➢-623 AS REO'D FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 5' j0 Sidelite Panel Width ( 33 13/16' max. ) 1 1 1 8 5/8'- LAD l hinge Sidelite RAIL RA \ L 145 I/O' Max Unit Width Same anchor .pacing SWIr19 as AM 1 Panel 4111th ( 35 3/16' max. ) I\ 1 I 1 1 SEE ALTERNATE BOLT 0PT67NS AT SHEET / 3 of 6 bottom hinge7 5(8'- D / Active OGG Inactive 6 1/2' dead -bolt SE ALTERNATE BOLT 0 ION6 AT SHEET 1 25' ax, DLO Width!' Sidelite 6• an', r-6 6J 61\ .... -6•J -6•61 ANCHOR NOTFS 5 /fir t/4- 4- I I 3/4 1. SEE ELEVATION AT SHEET I OF 6 FOR <at sldellte) /4 j- 12 3/4' 4 1 4 Vp r 14 1/B' - 3/4 ANCHOR 0.C. MAX. SPACING AND LOCATIONS. coax, o.c. ac. (max, o t 2. SEE SHEET 4 OF G FOR INSTALLATION active panel) Inactive at FASTENERS TYPES. 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. NOTES' 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 3). MAX. FRAME S1ZE 145 1/2"w. X 05 3/4"h. 0XX0 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 6). QUALIFIES SINGLE 0R DOUBLE BOTTOM RAILS 8). MAX. DAYLITE OPENING WIDTH = 25" 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET 1016 FOR MAX. ANCHOR SPACING 9). AIL DIMENSIONS SPECIFIED ARE IN INCHES 10). N0 HURRICANE SHUTTERS ARE REQUIRED 46 F'0-635 HC-050 TWO -POINT FLUSHBOLT LOCK OPTIONAL ( FOR 0/- 76,0 psf DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x 1/8' Alum. 6063-T5 48 FD-627 FD-627-1 2/Panel 2-Point Lock Bolt Guide ANGLE 3'x 3'x 1 I/2'x 1/8' Alum, 6063-T5 49 AS REO'D. Joint Sealant- White Colored 'Purvis Co,' Super Seal 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND 11W5201A-A 51 52 53 FD-637 FD-640 FD-639 MC- MC- HC- 1 SET I SET 1 SET MULTI -POINT LOCK ACTIVE ASHLAND •W5110-STACT5 LOCI( PASSIVE HANDLE 6 TRIMSET ASHLAND 8W5201A-P MULTI -POINT LOCK PASSIVE ASHLAND 0W5110-STPAS4 54 FD-641 AC- 2 x panel Multi -Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 55 56 FD-642 57 FD-643 FS- HC- HC- 4/Guide Bolt Guide Attachment Fastener »6 x 1/2' P.H./PHIL. 1 x Lock Lock Top Mount Adapter NYLON ADAPTER 1 x Lock Lock Bottom Mount Adopter NYLON ADAPTER / RODUC f REViRee me amply* with Me FIrseat Lolling Cede 212•dr'1 Au(eplasee Na 17-/ Esp4edioo Date4y /`p • • • • • • • • • OMAS f. STOP • • • e4 • ) F u _ PROhSIGNAL E*GINES• • • t oroduct Coshed FL•LIC. #b225 + • • :. r • - •l*oiaton :ot.:• • . ..`,, 0)) . Revised to comply / FBC2007 & added � g O .. In.ulated Glace 01/222/10 •�•••'.. L Ashland Malt -Point Lock 01/27/11 :/.�)".I �..IKf@2S•�1.* ±: evlsed to comply w/ 2010 FBC j • I .'teed to u,mp1y #/ 2014 FBC • ; a € �vl.ed tt colp1 y:w/•2 017 FBC • • ' 41 i ' lr.RY Dote CA.Oaed, • �QE OF •. • N6AloneEral6 11/01/17 • { F, ty •Drayn Dy: • • • • Deb Aaw,m 1 `atfjc. `'.' 411on Efhxo 01/20/12 DATE n.t... "OXXO" EXTERIOR ELEVATION NOTES: 1), 2). 3). 4). 5). 6). 5' -rU IJ 5' 7 5 3/4' NOTF' Same anchor spacing at. frame head & sill THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & 2017 - 6th EDITION). CLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. IX OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. ANCHORS SHALL BE AS USTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: 1). MAX. DP = ±86 PSF W/ (4) Surface Bolts & Glass Types A, B, C & D. (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. DP = ±76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive_ 3). MAX. DP = ±76 PSF W/ Flol Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 4). MAX. DP = ±86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive L WSON (INDUSTRIES• INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF DUALITY ALUMINUM FINDOFS AND CLASS DOORS Dray Chin: Par. Cler Prel Cwhi.s, Swew/MWb Perm NOA APPROVAL IMPACT FRENCH DOOR SNet 1 OF 6 "La Porte" Impact" French Out —Swing Door Reforewe Number: D'-ex"s Mon* en FD-2003 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• ••` 000 • • • 000 • • IRe.4..On Levee G II l l 110 7/9' Max link Width Swing P3 I Vldth/ I SEE ALTERNATE 8• OPTIONS AT SHEET 3 Tf 6 �I p ©II' II c II :_L_ c311 II IIOI1 II \/ /� l II -II av vc II r _ /rtI'II %P_ - II _/jj -I_ II_ II i/�/-/!III- - i \ / %//= II_ II II \ Active cl\ e IL 1 1 ace -T oez \cri �--��1 1 .. .. I ( I I I "OXO" ELEVATION Sldellte P- 0 33 13/16' max. )anel Width SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 145 I/2' Max Unit Width SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 Swing Panel Width 35 3/16' max. SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 "OXXO" ELEVATION ctive ANCHOR NOTES' 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR 0.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 73 5/16' Max Swing Panel Width - 0 35 3/16' max Unit Width SEE ALTERNATE 8 OPTIONS AT SMEE 3 of 6 O L IL ©11 \ �. II Inactive !i� II JI // , II / I.,il L L x �l 2 o Ti •v +, 0! +) rn n i T E t m T a s %I// I Active ;/, / I( II II ■ • �. Vl 1 I II� __ 25 Max. DL. Wldt 74 1/2.' Max Unit Width Sidelite Panel Width 1 33 13/16' ma N_ ALTET1RAff BOLT ONS AT SHEET "XX" ELEVATION 6 ) "OX" ELEVATION APPROU.BD CONFIGURATIONS ',ALL NOTES• 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. • • • • • • • !HOMAS 1. S•T08s PROFESSIONAL ENGINEER FES 4,. / 46.226 • • • • • • 0Nvlern Note.: • P,.•�e� •Revleed to omp�y FRC2007 & added JH��'`i Ineol4ted Glse. 01/w2/2/10 Ashland Molt -Point Lock 01/27/11 * Revised to comply Tr/ 2010 FBC • •! •Revised to Somply #/ 2014 FBC • I*v1.ed is coN.plt .r/1/2017 FBC F •'• � �� •fill on Dale Cheek... 11/01/17 a� Drawn: ,� • •Nll�on 01/20/12 �G l� Swab: • • P ODVCF EMUS N�camP4` TrM1 Itat Mau. E Aecepl.lIte No -(Z t Z•CS twin... Date /• I 1 I y� L) A 6fr NEE, ioditc/ C. Creep Mao DAT1V//,t.t.i ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • SEE ALTERNATE BOLT OPTIONS AT SHEET 3 of 6 38 5/9' Max _ Unit Width SEE ALTERNATE BOLT \ /� SEE ALTERNATE BOLT 8 a065 AT SHEET OPTIONS AT SHEET Jof 6 "X" ELEVATION "0" ELEVATION 38 5/8' Max Unit Width LT "LaPorte" IMPACT FRENCH OUTSWING DOOR - DESIGN LOAD CHART PANEL 1ROTB/BEIGHT ACTUAL SIZE (INCHES) NUMBER or OF /2kg2 DP PANEL WIDTH ACTUAL 3TLE (INCHES) DP ( PSF ) '6" 6 TYPE "A" A "E" +/-(PsF) GLASS GLASS "R" +/-(PSF) GLASS TYPE "C" +/-(PSF) CUSS TYPE "D" +/-(PSF) RIDTH • met • TIDTH • 10 1/4' 16 1/4' 22 1/ 28 I/ j4.1114,` 34 1/4' ^ ✓ 77' e(5) , 5 +86.0 11 3/16' +76,0 +76.0 +76.0 5 +86.0 17 3/16' +76.0 +76.0 +76.0 5 +86.0 23 3/16' +76.0 *76.0 +76.0 5 +86.0 29 3/16' ±76.0 +76.0 +76.0 5 i86.0 31 3/16' ±76.0 t76.0 5 +86.0 35 3/16' +76.0 76.0 +76.0 nt-rre" 16 1/4' 22 1/4' 28 I/O' 30 1/4' 34 1/4' 93' 6L6) 6 +86.0 11 3/16' ±76.0 ± .0 ±76.0 6 ±86.0 17 3/16' +76.0 ±76.0 1-76.0 6 +86.0 23 3/16' +76.0 +76.0 +76.0 6 +86.0 29 3/16' +76.0 ±76.0 +76.0 6 +86.0 31 3/16' +76.0 ±76.0 +76.0 6 +86.0 •. 35 3/16' ±76.0 ±76,0 776,0 • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. • () PARENTHESIS INDICATES / OF ANCHORS AT FRAME JAMB. L W S ON (I N D SJS TRIES. INC. ) 8501 NW 90th 5t. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS L1w.a Clan: Earl mow Peel Ca4.an.: 5....A/Yad.t /arm• SA..t NOA APPROVAL IMPACT FRENCH DOOR 2 OF 6 "La Porte" Impact" French Out -Swing Door 8 f...we. Numb.," • en°'aT FD-2003 N.W.len L.wt G 5/16' TAPCON W/ 11/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) / 2 x (PT.) WOOD BUCK 1/4' MAX. SHIM TYP. 1 I/A. MINI EDGE DI TYP Active L_J LOCK STILES WITH FLUSH BOLT — 1 �'— MIN EMBED TYP JAMB 38 O Sidelite DLO Width Panel Width INTERIOR SIDE LOCK STILE A Active O Q Inactive O rim m N\ liiiii=itile) `}! mm v.mo INTERIOR SIDE EXTERIOR SIDE Inactive Active MINA ® GL® II 1 EXTERIOR SIDE 1 1/4' (MIN. EDGE DIST.) DTFERIOR SIDE EXTERIOR SIDE L_J LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT Inactive INTERIOR SIDE 2' Sill Height MIN EMBED. INTO 3500 PSI CONC. (TYP.> 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED. (SEE SHEET•I OF 6 FOR LOCATION AND SPACING) B 2 OPTIONAL - DOUBLE BOTTOM RAIL DETAIL °EXTERIOR SIDE OXXO" UNIT WIDTH ix (P.T.) WOOD BUCK - (SEE NOTE 3, SHEET 1> JAMB TWO -POINT MULTI -POINT MAX. DP = t76 PSF MAX. DP = t86 PSF OPTIONAL LOCK DETAILS •• • • • • • 11EIOMAS J. S•T0SS • PR0[sES51 AL EiGINE)iit• Mil y1 fE*25 • R DATE_= • • • • • • • • I/ // / Active Inactive OPTIONAL BOLT • TOP RAII OPTIONAL BOLT • BOTTOM RAU ( SEE DETAIL E3 FOR MOUNTING LOCATION ) FLUSH BOLT & TWO -POINT LOCK LIMITATIONS: 1). MAX. DP = ±86 PSF W/ (4) Surface Bolts & Class Types A, B, & C. 2S. MAX! 'DP - t76 PSF W/ 2-Point lock =active)+(2) Surface Bolts ® Inactive 5/16' TAPCON V/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 1 1/4' Minty un Edge Distance _ MIN EMBED (TYP.) ANCHOR NOTES' 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. '.00DUCP MEVl88MB r eoasplylaL with the neat tv•dins Cede Aseecc Date / 61 p6e1 piratM. Wte L / tEN1oR SIDE Agar' ProAatreta6e} (*) OPTIONAL SILL 1/4' IN. EDGE MST.) f•1 FLAT SILL NOTR,• DOORS I. SIDELITES VITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING DR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE DOOR IS LOCATED. INTERIOR SIDE 1/Heig2' 2111 ht) MINA EMBED. INTO 3500 PSI CONC. (TYP.) 5/16' ELCO TAPCON V/ 1 1/2' MIN EMBED. • Iiev6.*u !toter • cIr)•SIF, :V i� Rev1. to•colnp!y / FBC2007 & added If Insulated Glees 01/22/10 * 3 Ashland Melt-Polnt Lock 01/27/11 Revised to comply w/ 2010 PBC • nt' , •Revised to Amply ,1 2014 FBC 06 . TE OF Iu ti lead t: coApllow/• 017 FBC • • Dsh CA..k.l tOP;� • A '•DyMint on I1/01/17 • • • D.4 Drawn: t ett> •.""^M, •Nl100n ELeo 01/20/12 Ol Sea: a.t.a. .:60r..• • L II WSON (INDUSTRIES, INC. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOIS AND CLASS DOORS Aare Clan: Pa! Claw Pre. Ceh.ary, S.rtar/Y.4t lrnn SM.t N0A APPROVAL IMPACT FRENCH 000R 3 OF 6 "La Porte" Impact" French Out —Swing Door R./.r.an Number: Dc ,e N*., FD-2003 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 11100 • • • •(1• • • RA.* Lying: G 5/16' TAPCON V/ 1 I/O' MIN EMBED. SEE BELOW FOR SPACING I x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) �i 1/2" (MIN. EMBED.) MIN. EMBED TYP yoar Tye. INTERIOR SIDE • ® L LOCK STILE Active rot sI Ara Q Inactive IF& 'rid" V' 44,t M+�gTIr��lll'.r�lvll i e. o a e:C 27 JAMB "XX„ UNIT WIDTH EXTERIOR SIDE 5/l6' TAPCON V/ 11/2' MIN EMBED. (SEE NOTES FOR SPACING) 2x P.T. VD. 11111111P' BUCK (SEE NOTE ( AT SHEET I) O ' 1 HEAD loll m 4. © r ll :_.1I ) t o al el _LA M ATE1 GLASS AI I EXTERIOR SIDE (MIN. EDGE DIST.) /4' MAX. SHIM TYP. INTERIOR I %J" MIN EMBED TYP SIDE Sill Height PANEL HEIGHT 1 1/2' MIN. EMBED. TYP 1/4' MIN. EDGE GIST TYP 1 HEAD EXTERIOR w x A 5/16' ELCO TAPCON V/ 1 I/O' MIN EMBED. (SEE SHEET 1 OF 6 FOR SPACING) SILL --I 1 1/4" (MIN. EDGE DIST.) 1/4' — MAX SHIM —1 _ MIN EMBED (TYP.) 5/16' TAPCON V/ 1 1/2' MIN EMBED, SEE NOTES FOR SPACING EDGE DIST.)• 1 x (P.TJ WOOD BUCK (SEE NOTE 3, SHEET D 1/4' MAX. SHIM TYP. Sldellte Attachment Screw ( 6 Screws 2 each side of Jambs, - 12 total per sidelite ) INTERIOR SIDE 0 2' Sill Height 35 MIN00 EHBPSECO. ONCINTO.I (TYP.) •THOLAS J. OTd9 PRO SSION GI LZ+� FR, i.IC. 22 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE LOCK STILE Active EXTERIOR SIDE Active 41) • ®LOC, STILE UNIT WIDTH EXTERIOR SIDE ULLION 5/16' TAPCON V/ 1 I/O' MIN EMBED. SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE LOCK STILE Active 1/4' (EDGE DIST.) ITYP. L_J EXTERIOR SIDE 0 fil PRODUC t REVISED Hica*PlYlat RPM the 0 INTERIOR SIDE 11 AaoeptaseeND (� Izn.o� f L 1Czptrrlse I :lei I2 Active O , = s>•— Fluid* Co& � l ! LOCK STILE C'b•eiel � ��II -I—{II • umm «ID GO INTERIOR SIDE LOCK STILE f ti Ir oi► • • • • • • • • • •EXTEIVOR SIDE •- • • • • • • • • • • Revyio •No4y • •_ : °`j Revised to comply IF/ FBC2007 & added Insulated Glass 01/22/10 •. � Ashland Yult-Point Lack 01/27/11 • .•• * %' Revised to comply w/ 2010 FBC • • . Revised jo %imply w� 2014 FIX : (�; y devised jo comply w 2017 FBC : LI •,. •..4.m DIF 0 � !. !1•: • •�•aot� Ertzo �� Ao �"a Dv. IV 7 t Date Dromim a eon razo [J Sldellte Inactive 0 INTERIOR SIDE EXTERIOR SIDE INSTALLATION FASTENERS NOTES: "1X BUCK" MINIMUM REQUIRED FASTFNFR LENGTH HEAD: 5/16" X 3 1/2" Long TAPCON(e) JAMB: 5/16" X 2 3/4" Long TAPCON(e) MULLIONS: 5/16" X 2 1/4" Long TAPCON(A) (•1 TAPCON BY "ELCO ULTRACON" "2X BUCK" MINIMUM REOUIRFD FASTENER LENGTH HEAD: 5/16" X 3" Long TAPCON(v) JAMB: 5/16" X 2 1/4 Long TAPCON(') MULLIONS: 5/16" X 2 1/4" Long TAPCON(t) (•1 TAPCON BY "ELCO ULTRACON" AT SILL 5/16" TAPCON w/ 1 1/2" MIN. EMBED INTO 3500 PSI CONC. MIN NOTE' A11 FASTENERS W/ 1 1/2" MIN. EMBEDMENT 1 1/4" MIN. EDGE DISTANCE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ksi ANCHOR ULTIMATE STRENGTH Fu=177ksi • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS ( SEE ELEVATION AT SHEET 1 of 6 FOR ANCHOR LAX. SPACING AND LOCATIONS ) WSON (INDUSTRIES, Ihic. ) 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURRR OF QUALITY ALUMINUM FINDOIFS AND CLASS DOORS dale er..: N0A APPROVAL Pare Clone Pros C.ln. j: IMPACT sw.../1(wdat: FRENCH 000R flea.• Swart 40F 6 DATE _ 1 N " t ' 1i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • • •• • Dste OvaA.& 11/01/17 01/20/12 Seale: n.ts. "La Porte" Impact" French Out —Swing Door sln.aw. Nwawr- D_,, Numb, FD-2003 n4alwa Lwne G SCREWS Z 012 A 3 B e12 /4• PN/PXIL J �� — VEATKRSTRIP TALC IP \ SILL SEALANT DETAIL NOTE HEADER ro 3E SEALED SIMILAR TO SILL LIFT OFF AND REMOVE DEPTH LUG — LOVER PRE-P✓CNEO HOLE BOTTOM LErT JAMB SILL FRAME ASSEMBLY DETAIL HINGE ATTAOMMENT SCREWS 431 10 3/4' PH/PHIL HINGE ATTACHMENT DETAILS ACCESS Mac SINGE ATTACHMENT CREWS 031 CO " 3/4' PH/PHIL. 12 1/4 SIDELITE ATTACHMENT SCREWS 032 e10 x 1' PH./PMIL. ."...... 3. i5/16 s \ LEFT DOOR HINGE STILE INTERIOR SIDE SIDELITE/JAMB ATTACHMENT DETAIL ACCESS HOLE \ ` INTERNAL THREADED ROD 3/9' DIA. LEFT IMND HINGE LEAF TO LOUR STIL HEX NUT AND WASHER PANEL ASSEMBLY DETAIL ACCESS HOLE COVER 17 Glazing Adapter S1DCone Caulking 30 INTERIOR SIDE r5/e1Clazmg Depth Laminated Glaaa Types A", B" or "C" by (see below) (SEE TABLE W/ CORRESPONDING GLAZING TYPE L DESCRIPTION) 1/4 Round Bead EXTERIOR SIDE GLAZING DETAIL lit 0 0 'A' - SENTRYGLASS by, Kurnroy America, Inc. 'B' - TROSIFOL PVB by, Kurnroy America, Inc, 'C' - SAFLEX PVB by. Eastman Chemical Co. GLAZING TYPE & DESCRIPTIONS .468" 0/A Laminated Glass by Dupont - Glass Type "A" DESCRIPTION 2 3/16' Annealed .090' SentryGloss Interlayer 3 3/16' Annealed .340" 0/A Laminated Glass by Dupont - Glass Type "H" ITEM DESCRIPTION DETAIL 1 0' Annealed 2 .00 90' TROSIFOL PVB Interlayer 4/4 v 0.340 .340" 0/A Laminated Glass by Solutia - Glass Type "C" ITEM DESCRIPTION DETAIL1 1/8' Heat -Strengthened Gloss — 2 .090' Saner PVB Interlayer 444��Y00�°°° j��r 1/8' Heat -Strengthened Glass 10 Glazing Adapter 5/18" Laminated Glass Types "D" or "E" by (see below) (SEE TABLE W/ CORRESPONDING GLAZING TYPE 6 DESCRIPTION) INTERIOR SIDE Glnztn 5/9 Glaz Depth Sllcone 1/4" Insulated Air Space w/ 1/8" Temp. Glass INSULATED SPACER 'TruSeal•- Glazing Bead Duro Seal Srlggle Spacer 26 Block - 1/4' Air Space PtNo. 812-25H-357 . EXTERIOR GLAZING DETAIL #2 'D' - SAFLEX PVB by' Eastman Chemlcol Co, 'E' - SENTRYGLASS by, Kurnroy Americo, Inc. GLAZING TYPE & DESCRIPTIONS .940" 0/A Laminated Glass by Solutia - Glass Type "D" ITEM DESCRIPTION i DETAIL_ 1 1/8' Heat -Strengthened Gloss II j j O 4/4 2 .090' PVBIngthe 3 (/ Heatmilax tr I/8' Heat -Strengthened Gloss e ^, _ t 4 1/4' INSULATED AIR SPACE / 0.J40, - 34 J 5 1/8' TEMPERED GLASS .340" 0/A Laminated Glass by Solutia - Glass Type "E" ITEM DESCRIPTION DETAIL 1 1/8' Heat -Strengthened Glass i/s' _ 2 .090' SentryGloss Tnterlayer I j O 1/1• 3 1/8' Heat -Strengthened Gloss _ _ 4 1/4' INSULATED AIR SPACE e, 1� 0340' - 134 / 5 1/8' TEMPERED GLASS e14 SMS DR SELF DRILLING SCREWS INTO METAL STRUCTURE (SEE 'TOTES FOR SPACING) 1 -{--14— 0.125 TM(. MIN. MIN EDGE GIST. II (6063-T5 MIN.) ALUMINUM TUBE MULLION REFER TO APPROVED MIAM1-DADE NOP 1 1/4' MIN. EDGE DIST. TYP-{ 1 I/2' (MIN. EM AX, SHIM TYP. 5/16' TAPCDN V/ (- -{TYP 1 I/O' MIN EMBED. INTO CONC. (SEE NOTES FOR SPACING) <CONC. TO BE 3 KSI MIN.) NIA SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE <SEE NOTES FOR SPACING) 1 MIN EDGE DIST. ----1 I--12 GA. NUN. Py = 36 KSI MIN.) STEEL TUBE DR COLUMN (STEEL IN CONTACT V/ ALUM. TO BE PLATED OR PAINTED) PI*O, teyMW t4H THkkreas 1 1/4' MIN EDGE DIST 11 I/2' (MIN. EMBED 1/4' MAX! SHIM TYP. NOTE, OPTIONAL INSTALLATION DETAILS MAY APPLY TO DOOR FRAME JAMB AND/OR FRAME HEAD. (TYP.) 1/4' MAX. SHIM TYP. 5/16' ELCD TAPCDN t,/ 1 1/2' MIN EMBED. (SEE NOTES FOR SPACING) 2 x (P.T.) V000 BUCK <SEE GEN. NOTE 43) AX. SHIM TYP. FRAME INSTALLATION OPTIONAL DETAILS •• • • • • • THOMAS J. SETO• • • PRD!'ESSION ENGINES/in • C. ,•9S229 • • • N1 NVLnH CNO PLOD S 16't0 D TAI(04E)S SIEEL PIN te5-I + # 4- 4- Ind wNu L-4NrLwanil- ( Nm HC 31 a➢ e) 125- - 6<, • • • • • • • • • • • • HINGE ASSEMBLY DETAIL ,#FD-624-2 • T4 PROYUC E RHYMED aalapQ�ieg ai11. the FlonB Moldingode Acceptance No I-/212.Or RcPdraelea ale Mlwae! Product Cenn9S•i • • i •:.h)• • • ai•at • • 3 • e • tr bFdaA,• DATE_�`1 -`mil-. r tT.t6 • • • • • • • • • • '111I Reyitfion 4Notes: • Revised to comply w/ 0DC2007 k added Insulated Glass 01/22/10 Ashland Wult-Point Lock 01/27/11 Revised to comply w/ 2010 PBC Revised to !amply IA/ 2014 PBC tevieed tit ccanp1: wy•2017 PDC WWee`a1c♦ • ]hDete Cloaked • :on•Erelo 11/01/IT 1"""" aM, • *Awn Eazo w Det4 Draw.. 01/20/12 LAWSON (INDUSTRIES, 8501 NW 90th St. MEDLEY, FLORIDA 33166 (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Draw Maw N0A APPROVAL Part Mow PAHA (*9089 IMPACT aee45/MPdeO FRENCH DOOR Sheaf: 50F 6 "La Porte" Impact" French Out —Swing Door • • ♦ • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Saw: n.t.s. PPr1 Num64r: Dreams ' FD-2003 344.4wwe Twwee G 1/1-20 09 1/2' LONG WU.1 UPPER ROB 5/16' 6O. L UPPER BOLT 3/9' STEEL 56 MULTI LOCK CYL LOCK LOCK ACTIVE L TRIMSET OBOTTOM 57 GUIDE 3/0' STEEL O.D. BOLT GUIDE -POINT ACTIVE ilD• HANDLE 0.0. BOLT a g 1 S - •. e ® o'2. E -I I gg m 0 6 R . � P g �° n 16 - E _ II ' gg 8 6 g R .• •I a ■ MI PASSIVE L TRIMSET I II 3/B' STEEL TOP GUIDE MULTI LOCK el BOTTOM GUIDE 3/6' STEEL 0.0. BOLT 56 -POINT PASSIVE 6)-1/8' HANDLE 57 0.0. BOL7 3'�� \ l 1/2 FLUSH BOLT TWO -POINT 49 ANGLE GUIDE NFD-827-1 4 a LOCK 3• AND .076 -I - ��' 078 3.5 1 4.500 l .050 I .875 D62 460 - �� - .096 J ,986 1,750 I1 065 1.750 17 L259 -1 .908 - ^0'4 1 'I ,127 II} .667 GLAZING ADAPTER N L-910 QUARTER ROUND 26 (11/S6") BEAD 9FD-834 � r 1 O PANEL HINGE STILE NL-907 0 FRAME HEAD yL-901 - 1.812 -I `,060I / .119 ,730 .726 4.187 1 500 12a 1 I I I 098 J t.2lso -I 2.031 -I .eoa 1 .100 ,064 .064 2,000 0,#HLINGE-908LEAF QUARTER ROUND 10 (3/8") BEAD #1.-912 1.750 .075 1 INACTIVE FLUSH 47 ANGLE 1 1/2" 'FD-825-1 1.500 -PANEL BOLT GUIDE LONG - 1 I 1I .070 060 �' I 5.05 i PANEL LOCK STILE 4.500 FRAME. SILL O .835 .656 / 1L-905 02 L BE N - 0.656 I I 806 1 I - 1.75 - - I (- I 1.750 - 1 1.812 -I - 0 (+/- TURN KNOB '^:' OPTIONAL TWO -POINT LOCK .HC-050 78.0 & 33 n6 �� psf LOCK DP) l SIDELITE ALUMINUM 35 2" #HC-002 1/2' PANEL PLATE TANG 2' Q QUARTER ROUND (1/4") BEAD c 1 .125 J .066 .063 J C-.1 U 0 u 11 I L250 #L-911 .072 J .1._I- 1.625 -I .214 I .045� Z...- L ' . .065 HALF' ROUND I 4,000 ()HALF MUNTIN #L-913 062 II RAIL ADAPTER O #L-909 .072 _ .094 _ - 4.500 '-`� 4.500 O J MB0B ADAPTER .082 I .100 Flexible Vinyl (FPVCI Composition -Teem Plastics, Ins.,-I� •1. FPVC Bl o6 Compound No. 7200-7g 1.812100 4.348 PHYSICAL ASTMNO. V- 1- -1 .136 1 Daudet. Hardee ss'A",10 ex. 75 D-2240 rG 1 J Speck 0 ty 1.45 111792 Temde Strength PSI 1640 D638 O PANEL TOP & 5 0.078 0 050 Ultimate Elongation % 340.0 D638 Modulus@ 100%Elmgatim, PSI 765.0 D638 Impact Brittleness. -31.0 D-746- BOTTOM RAIL #L-908 FRAME JAMB O HL-B03 4.066 FRAME HEAD SHEAR PLATE 44 #L-915 .s3o i • j PI .. Dom- E' r' Ln'1l - FPVC White: Compound No. 7267-75 NOTE PHYSICAL ASTM NO. Dlromeer H8r± 'A",IOset 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2.660 -.too I - rOOS Specific Gravity 145 D-792 2. SEE ELEVATION AT SHEET 1 OP 0 FOR r218 I ;1 �� Tensile Samgth, PSI 1640 D-638 Ultimate Elonep[ion% 325.0 D638 ANCHOR O.C. MAX. SPACING AND LOCATIONS R'RODU[f FEVIiSf6? _ II Modulus (d 100%Elmgadon, P51 765.0 D-638 Impact Brittleness, -30.o 0-746 • eesspb4ogwttbalieE.6.-1e I° 40iCade 4.500 45 FRAME LOW SILL No / Dy #L-918 • • • • • • • •EA+eapueee • • •• FdrWAnte (•1 NOTE• tESSI0 0. ATOP*GIN • • PR�'ESSIONAL t?IpGINEfIi • LAIC.. f•ss22t• • • ♦sla�/ • • • • '(rA t a y� • • • • i • • • • •f��fOdlZe (' REFER TO DETAIL 'B3' AT SHEET 4 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS, - • • • y� ••RevtseA ReW�on �lotesP -ram ,,•� u` tic'sQr J �� F •. s y• to com•I w FBC2007 k added / Insulated Glean Ol/22/10 , ® J �e'� I /i9V/ tp,({�si7 8501 NW 90th St. MEDLEY, FLORIDA 33166 _ •• •" Ashland Mult-Point Lock 0l 27 11 / / INDUSTRIES• INC. 1 ' 305 696-8660 ( ( ) L STAINLESS a) 5/l6' fr) 3/8. 8 INACTIVE FLUSH STEEL 0.0. SSS (•/- 0.0. SSS <./- 86.0 -PANEL BOLT BOLT <.> )6.0 psi) psi) #HC-001 • •y M • Revised to comply w/ 2010 PBC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 3� Optional Multi -Point Locks y (+/- 88.0 psi' DP) • : i ' • •. tl.' Revised to Comply A/ 2014 FDC I vlaed cetapit w/•2017 FBC Dream Clamp Pvt Clam Aal Caa S• ra sa•v ./area.o rasa sA..o NOA APPROVAL IMPACT FRENCH DOOR 6 OF 6 _�• h- TE•0F •:�'_• S" ';-• w IM••t4' 19.1ban•nem. D•iij0iji7 ')La Portefl Impact" French Out -Swing Door Active Lock ASHLAND NW5110-STAG T5 Passive Lock ASHLAND NV5110-STPAS4 , , ,a`w •yt tt;.•,1�_,�'• • Wit . oils •• '= p•.wn • • • •I6 on Etaz0 wa DwP. 01/20/12 HANDLE L TRIMSET ASHLAND RW5201A-A HANDLE L TR INSET ASHLAND NW5201A-P {`)it ,�L.., •'"`-t e• r> s, �1 �i �j4 DATE__ �_ 1Y •', S..r Sea: n.t.e. Part Nu,nan: Ora,W,a N,aNn: RM•fan L•wG FD-2003 rr • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- :• • . •... DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.L... .. . APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum i 1 i . • • . ZVlullioris" slieets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufactuw,isigned and ealed by;.... Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision sf.a,ipp. tvith the ... 1V':otice of • ...... Acceptance number and expiration date by the Miami -Dade County Product Control Sections.•.. •• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • •"" Limitations: • . . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv ...... • • • ••.. • ... 000000 • 1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced u11roit;triltary • • • • • • width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 & 4,. • : •• • •....• 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. • . • •• 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM!•DADE COUNTY APPROVED ; NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.05 & 95- 1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Selo, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NOA No. 02-0501.05) • •••. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. •.. • : ...... 2) Cyclic Wind Pressure Loading per FBC, TAS 203.94••. • ; • along with marked -up drawings and installation diagram of 120" spafi•21aminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering &,'Pestirig, Inat, . Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed Ily, i:fael E.' I7i'bz-Seda,•: • • P.E.(Submitted under NOA No. 02-0501.05) ""• 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. • • •... 2) Cyclic Wind Pressure Loading per FBC, TAS 203'94 • along with marked -up drawings and installation diagram of an alun3inurn.slidinn glass door, ...... • .• .. prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • .. . HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, 'TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 95-1212) . • . • E-1 t444d��,v� tvd Ishq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E.(Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of confoiniance, complying with the FBC 5th Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos, P.E.(Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-171¢! 44ETI-02- Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Ilrp� Seda 1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated (39/1'/02, a11"iSSued by... : . P�E�•: • � • (Submitted under NOA No. 02-0501.05) • • •... • 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated Q?//4T'26, aq.Fa.L-1384; dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc' `s'iined anti. scaled hy:... Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) • • • • • • • 5. Letter from manufacturer requesting a 1-year extension to allow time. LQ. erform verificatidil • •; • • • • • • . • ...... • • test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. 2. New Evidence submitted. • .• . .. • ...... • Inc. for tiles — L.M.I.", approved on A. DRAWINGS 1. Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None E-2 Is`haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer (Submitted under file # 17-0222.13) G. OTHER • • • •. • .... 1. This NOA conditionally revises # 17-0222.13, expiring 05/30/18, subject.d..o'.ucceSJful•. verification test. E-3 • • •••• • . .. •. • • • • . •• • • .••. • • •... • . • • •..•.. .• • • • • • 00000 00000 000000 • • ••• • . • .. . .. . ...... • •• . • 1sh q 1. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP ,, ;, —HORIZONTAL MULLION 3 GLAZING PRODUCT ,,,,, VERTICAL VERTICAL MULLION MULLION GLAZING PRODUCT ANCHOR/CLIP MULLION GLAZING PRODUCT W1 W2 W3 MULLION SPAN WIDTH (W) = W1 + w2 + w3 2 N ANCHOR/CLIP HORIZONTAL MULLION GLAZING _ PRODUCT 3 MULLION SPAN HORIZONTAL MULLION GLAZING PRODUCT 3 GLAZING PRODUCT VERTICAL GLAZING PRODUCT MULLION SPAN N ••• • • MULLION ANCHOR/CLIP w1 W2 MULLION SPAN WIDTH (W) = W1 + w2 2 TYPICAL MULLION ARRANGEMENTS N N THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE COUNTY APPROVED` IMPACT AND NON —IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-51h Ed lion & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7 A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEE1 THE REOUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION & CLIP NOTES: 1. 'OR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 19 FOR DETAILS AND NOTES. REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS ••4 • • • ••• . • •• •• • • . • • • • !•• • ••• •• •• • • ••• ••• ••• ••• • • • • • • • •• ••• ••• •• • • •• • • • ••• • • • • •• •• ••• ••• • ••• • • • . • • • • ••••4• • •• • • • • • ••• • • C • •• •• • ••• • • • • ••• • • • • • • 6:lenuc r REVISE* m complying with the FTetnM. bolding Code Aaeptaoer No 11-12-IZ•Zy Ckpirotioo 41e_ M n Y ]r f 2m IS tsi._ .LG..�,a... >'rndn Ccr6211t' z cip MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS a .156 TYP 1--1690 1.405- 3.000 a 500 2X MULLION CLIP 6063-16 NOTCH OPTIONAL 2.000 .125 - 750 1 F L 2.000 'L 2.250 a.300 1X MULLION CLLP 6063-T5 NOTCH OPTIONAL --.125 MIN. NOTCH OPTIONAL ANGLE CLIP I I 6063-T6 F-2000 -1 a.000 6.000 TYPICAL WINDOW FRAME 2 X 6 STD. TUBE MU ION 2.000 2.000 STANDARD TUBULAR SHAPES TYP. WALL = .125" ALL ALLOY = 6063-T6 TYPICAL GLAZING PRODUCT 3.000 - 0o 4.000- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES ANO SPACING CLIP LENGTH MULL L" 1 X 2 1.688" 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1, ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 1 X 4 CUSTOM MULLION 6063-T6 Ixx: 2.070 Sxx: 1.035 in'. (FLANGE FRAME) 6.000 2000 -.124 2 X 6 STD. TUBE MULLION 6063-76 Ixx: 8.280 in`. Sxx: 2.760 ink .115 3.000 .500 1.732 13.062 1.000 -V I.188 1 X 3 CUSTOM MULLION 6063-T6 xx: '1.000 int. Sxx: 0.667 in3 (FIN FRAME) I--2.000 .125 4.000 2 X 4 L STD. TIJFBE MULLIO 6063-T5 Ixx: 2.980 In` Sxx: 1.490 INSTRUCTIONS' • • • • • • • • • • • • USE CHAR AND GRAP! AS FOLLOW! • • • • STEP 1 DETERMINE L 1GN LOTO:REC1IRE: FO: PA:TICI tPENIo1/. STEP 2 USE APPREM CLA9Ut1PRO0L!1Z MEE1SJ4 ABNE LOAD• • REQUIREMENTS. STEP 3 APPUSE ROVACONNECTION TO MULLION AS PER PRODUCT L. STEP 4 SPECIFY•MAXIVVI,0 VIASPA2Ni.• • USN. CHARTS 011 SHEET 3 OF, 10 SWECT•MULLION•SI7F• • • STEP 5 WITHCOESUN RATING MORE THAN DESIF•N LPAD SPECJIED • IN SOERII 1 ABOV• • • • • • • • • USING ANCHOR ISPts ON SHED•. TISI • AN0 ANCHOF•CH.STS STEP 6 ON SHEET 9. SELECT ANCHOR •YPE WITS DESIGN .R.11T• • MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • I' 062 1r.125 3.000 --1.062 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 0.950 in Sxx: 0.633 in} (FLANGE FRAME) X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.070 Sxx: 1.035 1.500 1.732 2.062 -1.000 -� 188-) 1 X 2 CUSTOM MULLION 6063-76 Ixx: 0.370 int Sxx: 0.370 in} (FIN FRAME) 3.000 I-1.0001 r 1 X 3 TUBE MULLION 125 6063-T6 Ixx: 0.950 in`. Sxx: 0.633 in} m .062 2.000 .156-FI .07B j- I� 1.062 1 X 2 CUSTOM MULLION 6063-T6 Ixx: 0.330 in Sxx: 0.330 in3 (FLANGE FRAME) DUCE PEVIS8 8 .•i with the FLAr6AI n` Code rylatom Not -1 Z•2-q •[p•Ma at le MOMS rxanTul IF 1.000 r 25 2.000 L 1 X 2 STD, TUBE MULLION 6063-T6 Ixx: 0.330 in4. Sxx: 0.330 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. MI d 0 m 0 O MI Z w Z 0 0 45 M MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS cn W O z C V 0 01 Cn 0 E 03 1n 0 CC U In 0 0 O 2 05 0 4 1 1 1 0 For the V' BC-2014 Revised that .4 ,16 E dF kl 1 f z z Width (w) MULL SPAN 18 24 30 36 42 14) 66 72 78 18 24 30 36 42 48 54 60 66 72 78 50-5/8" 18 24 30 36 42 48 54 60 66 72 78 57" 18 24 30 36 42 48 54 60 66 72 78 63" TUBE MULLIONS 1X2 1X3 1X4 2X4 2X6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.0 150.0 150.0 150.0 150.0 102.5 150.0 150.0 150.0 150.0 87.9 150.0 150.0 150.0 150.0 00 76.9 150.0 150, 15 0. 0 15 0. 0 68.3 137.6 150.1ar 150.0 150.0 61.5 123.9 .0 150.0 150.0 55.9 112.6 150.0 150.0 150.0 51.3 103.2 150.0 150.0 150.0 47.3 95.3 150.0 150.0 150.0 89.3 150.0 150.0 150.0 150.0 67.0 150.0 150.0 150.0 150.0 53.6 142.3 150.0 150.0 150.0 44.6 118.6 150.0 150.0 150.0 38.3 101.7 150.0 150.0 150.0 33.5 89.0 145.4 150.0 150.0 29.8 79.1 129.2 150.0 150.0 26.8 71.2 116.3 150.0 150.0 24.4 64.7 105.7 150.0 150.0 22.3 59.3 96.9 139.5 150.0 20.6 54.7 89.5 128.8 150.0 62.6 150.0 150.0 150.0 150.0 46.9 135.1 150.0 150.0 150.0 37.5 108.1 150.0 150.0 150.0 31.3 90.1 150.0 • 150.0 150.0 26.8 77.2 131.1 150.0 150.0 23.5 67.5 114.7 150.0 150.0 20.9 60.0 101.9 146.8 150.0 18.8 54.0 91.7 132.1 150.0 17.1 49.1 83.4 120.1 150.0 15.6 45.0 76.5 110.1 150.0 - 41.6 70.6 101.6 150.0 46.3 133.4 150.0 150.0 150.0 34.8 100.0 150.0 150.0 150.0 27.8 80.0 150.0 150.0 150.0 23.2 66.7 125,2 150.0 150.0 19.9 57.2 107.3 150.0 150.0 17.4 50.0 93.9 135.1 150.0 15.4 44.5 83.4 120.1 150.0 40.0 75.1 108.1 150.0 TUBE MULLIONS Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 18 24 30 36 42 48 54 60 66 72 78 74-1/4" 28.3 81.5 150.0 150.0 150,0 Width (w 18 MULL SPA 21.2 61.1 133.2 150.0 150.0 24 17.0 48.9 106.5 150.0 150.0 30 40.7 88.8 127.8 150.0 36 34.9 76.1 109.5 150.0 42 30.6 66.6 95.8 150.0 48 27.2 59.2 85.2 150.0 54 24.4 53.3 76.7 144.2 60 22.2 48.4 69.7 131.1 66 20.4 44.4 63.9 120.2 72 18.8 41 0 59.0 110.9 78 120" 18 24 30 36 42 48 54 60 66 72 78 56.3 122.6 150.0 150.0 18 42.2 92.0 132.4 150.0 24 33.8 73.6 105.9 150.0 30 28,1 61.3 88.3 150.0 36 24.1 52.6 75.7 150.0 42 21.1 46.0 66.2 140,8 48 188 40.9 58.8 125.2 54 16.9 36.8 53.0 112.7 60 15.3 33.4 48.1 1024 66 30.7 44.1 93.9 72 28.3 40.7 86.7 78 132" 18 24 30 36 42 48 54 60 66 72 78 18 24 30 96" 37.7 82.1 118.3 150.0 18 28.3 61 .6 88.7 150.0 24 22.6 49.3 71.0 150.0 30 18.8 41.1 59.1 143.8 36 16.2 35.2 50.7 123.2 42 30.8 44.3 107.8 48 27.4 39.4 95.8 54 24.6 35.5 86.3 60 22.4 32.3 78.4 66 20.5 29.6 71.9 72 19.0 27.3 66.3 78 144" 36 42 48 60 36.4 68.3 98.3 150.0 33.3 62.6 90.1 150.0 30.8 57.8 83.2 150.0 66 72 78 108" 26.5 57.7 83.1 150.0 18 19.9 43.3 62.3 150.0 24 15.9 34.6 49.8 136.3 30 28.8 41.5 113.6 36 24.7 35.6 97.4 42 21.6 31.1 85.2 48 19.2 27.7 75.7 54 17.3 24.9 68.1 60 15.7 22.7 62.0 66 20.8 56.8 72 19.2 52.4 78 150" TUBE MULLIONS I 1X2 1X3 1X4 2X4 2X6 - 19.3 42.1 60.5 150.0 - - 31.5 45.4 126.2 25.2 36.3 100.9 - - 21.0 30.3 84.1 - - 18.0 25.9 72.1 - - 15.8 22.7 63.1 - - - 20.2 56.1 - - - 18.2 50.5 - - 16.5 45.9 - - - 15.1 42.1 - - 38.8 - - 31.6 45.5 126.4 - - 23.7 34.1 94.8 - - 19.0 27.3 75.8 - - 15.8 22.7 63.2 - - - 19.5 54.2 - - - 17.1 47.4 - - - 15.2 42.1 - - - - 37.9 34.5 - - - - 31.6 - - - - 29.2 - - 24.3 35.0. 97.4 - - 18.3 26.3 73.0 - - - 21.0 58.4 - - - 17.5 48.7 - - - 15.0 41.7 - - - - 36.5 - - - - 32.5 29.2 - 26.6 - - - - 24.3 - - 22.5 - - - 31.0 86.1 - - - 23.3 64.6 18.6 51.7 - - - 15.5 43.1 - - - - 36.9 - - - 32.3 - - - 28.7 - - - 25.8 23.5 - - - - 21.5 .� 19.9 cf) ID W z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS ALUMINUM TUBE 0 z a z U 0 z z O v ._] m O � c4 z 0 0 0 0 a z 1 F. 2n 1 d 0 0 Revised date for the FBC-20f4 C. Compliance */ FBC 5th Edf S t�= VERTICAL MULLION MULLION GLAZING GLAZING PRODUCT PRODUCT W1 W2 'GLAZING PRODUCT GLAZING PRODUCT -HORIZON'AL MULLION • • • • • . • • • • • • • • • • • • • • • TYPICAL •(iULLI(�N ARft!A}�G2ME11TS• • • ` 3 • • • • ••• • • _ARCHES TO IC.INSCRWW • • • • • • • • INSIDE RECTANGULAR SHAPE GLAZING PRODUCT MULLION SPAN NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTI!ALLOR HOROECITALL'. • • (IN1:Rr LA1 ON BETW:EN :ID:HS ALSO1IEDS • • • • • • • • • • • • • • • •• W1” • WIDTH (W = 2 + • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• tRODL'C f REVISED UAWIyay with the Florida funding Cade Aoteptuae No 17-/2i2•L1? LAFiretloa ate s ` ( - �Pradmar 6 m 156 TOP Imo--- 1.690 1,405 3.000 4.500 2X MULLION CLIP 6063-T6 750 2.000 41I# .125 2.250 V_- 4.500 1X MULLION CLIP 6063-T6 NOTCH OPTIONAL��!! 4. 00 6.000 3000 TYPICAL WINDOW FRAME L2.000 STANDARD TUBULAR SHAPES TYP. WALL - .125" ALL ALLOY - 6063-T6 TYPICAL GLAZING PRODUCT 4.000 1.000 1 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING -.125 MIN. 2.000 L 1 2000I ANGLE CLIP 6063-T6 CLIP LENGTH MULL 1 X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. r-,125 062 4.000 1BB,Ioz 1.062 1 X 4 CUSTOM MULLION 6063-T6 Ixx: 4.709 in Sxx: 2.355 in} (FLANGE FRAME) 1 X 4 STD. TUBE MULLION 6063-T6 4.709 In Sxx: 2.355 inl 6--.312 r.062 1 1,125 G 3.000 .156- I 102 - 1.062 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.168 in`. Sxx: 1.445 in! (FLANGE FRAME) .125 1 X 3 STD. TUBE MULLION 6063-16 Ixx: 2.168 in Sxx: 1.445 .115 3000 1.500 1732 _1 3.062 L 1.000 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 2.218 in! Sxx: 1.479 ink (FIN FRAME) 2 X 6 STD. TUBE MULLION 6063-T6 I xx:19.648 Sxx: 6.549 in.! 2 X 4 STD. TUBE MULLION 6063-T6 Ixx: 7.649 in Sxx: 3.825 in} INSTRUCTIONS: • • • • •• • • • • • • • USE CHAtS AND GRAP5 AS Fto,'-. • • • • • Le ll STEP 1 DETERMINE •DEiIGN aaLO••AfI RE:JIRt: F P: 7IC:l/M: PENIQI;• STEP 2 USE APPROVED CLAZING•PROO&SU MEEtNC ABeVE !OA& • REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STFP 4 SPECIE. MAXII•l• •HIM SP4 j(0 1 • • • • USIA CARTS ON SHEET 5 0. 10 ALEC•MULLION•S17• • • STEP 5 wRH•DE9IEN RANG MORE TH.•! DESGN *AD SPECIFIED • • IN STE• 1 AGO.. • • • • • • • • el USIA ABHOR irks ON SHE!T•6 T1RU 9 AND ANCHO• Cl: 1TS� STEP 6 ON SH!ET 9, SLtECT ANCHOR •YPE WIT• DESIGN Rows • MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 AOOVE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • T`RODUC E ImmSI o telaPkYin Nilll die 919,909 GekYag Cade AoreptaaceN• (7--1212•2-y Lapintisa Date y-1'in U$ RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY, 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. U z c/J MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS Tn 6] z 66 60 U 0 0'1 z 60 f 0 0 z 1v 66 N z 0 C U c. Z F. 0 0 ..1 ao' d}� a 8 E N it z 1 STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w MULL SPAN 1X3 1X4 2X4 2 X 6 18 150.0 150.0 150.0 150.0 MEM 48 38- 3/8" 54 MIME 78 18 24 30 36 42 48 505/8" 54 60 MEIN 78 18 MBE 42 48 54 60 72 78 18 MOM MIME 36 MMEll MEM 78 57" 63" 1111331111111E1111111111E11111 11113111111113O1111111I31101111111B1111 1 1 150.0 1 1 MUMOIMMOMMIMMIMIMMIM MMEMMERNMOMMOIMM33711 1 1 1/ 1 1 1 1 MMEMINIMODOMMIIMIMMI / 1 1 / 1 1 • 1 1 1 1 1 1 1 1 150.0 150.0 150.0 Width (w) MULL SPAN 18 24 30 36 42 48 54 60 66 72 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 78 18 150.0 150.0 150.0 150.0 24 • 1 1 1 1 1/ 1 1 1 1 1 1 1 1 1 1 MMEMOMMIIIIMERMIUMMI MMEMMIONEMMEMOMMENEMI 150.0 150.0 150.0 150.0 MMIMMIMEMIMMOMEM103111 MESIMIMMMIIIMIEMIOMM0310 ® 1 1 1 1 1 1 MESIMMOMMIMEMBI MMEMMIMEMIMEMMO MMOTIMMERIMIMMON MIRMOMEEMMOMEMMIIMEMBHM MIRMINIMM3MMEMEMIMMENII • 1 1 1 1 1 • 1 1 1 1 1 1 1 1 MEMIMERNMEMEMMIIMEOMMI ® 1 1 1 1 1 r ® 1 1 1 1 1/ 102.8 150.0 150.0 150.0 1500 150.0 30 36 42 48 54 60 66 72 78 18 24 30 36 42 48 54 60 66 150.0 150 0 72 94.8 150.0 150.0 150.0 150.0 150.0 150.0 150 0 • 1 1 1 1 r 1 1/ ornmaninanommemamormail 150.0 150.0 150.0 150 0 MEMOMIMMMOMEEMAIME03011 MMENIMMEEMMERMOMEMDBM mamma= 150.0 1110E11 1 1 150.0 MEMO MEZEMONEMMIMMEMIMEMMO 78 18 24 30 36 42 48 54 60 66 72 70.2 131.4 150.0 150.0 78 74-1/4" 84" 96" 108" 1X3 1X4 2X4 2X6 150.0 139.5 111.6 93.0 79.7 69.7 62.0 55.8 50.7 46.5 42.9 128.4 96.3 77.1 64.2 55.0 48.2 42.8 38.5 35.0 32.1 29.6 86.0 64.5 51 .6 43.0 36.9 32.3 28.7 - 25.8 23.5 21.5 19.9 60.4 45.3 36.3 30.2 25.9 22.7 20.1 18.1 16.5 15.1 150.0 150.0 150.0 150.0 150.0 150.0 134.6 121.2 110.1 101 .0 93.2 150.0 150.0 150.0 139.5 119.5 104.6 93.0 83.7 76.1 69.7 64.4 150.0 140.1 112.1 93.4 80.1 70.1 62.3 56.1 51.0 46.7 43.1 131.2 98.4 78.7 65.6 56.2 49.2 43.7 39.4 35.8 32.8 303 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.9 123.6 113.3 104.6 150.0 150.0 150.0 150:0 130.1 113.8 101.2 91.1 82.8 75.9 70.0 150.0 150.0 127.9 106.6 91.4 79.9 71.1 64.0 58.1 53.3 49.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.0 134.8 124.4 GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT 0 W1 W2 HORIZON AL MULLION • • • • • • • • • • • • • TYPICAL•MULLION.ARRAINGEWENOS . • • • •• • • • • ••• • GLAZ NG PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN ARCHES TO BE ''SeED INSIDE RECT d1AR rE+ • • • NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICO.LLY•I. HOR00J 1jALLY• (INTEf2POLATISN BETWEEN WSDTSS • • • • •W•--_•.-.�- • • • •• W1 4•W2• • • Width 18 24 30 36 42 48 54 60 66 72 78 18 24 30 36 42 48 54 60 66 72 78 18 24 30 36 42 48 54 60 66 72 78 18 24 30 36 42 48 54 60 66 72 78 (w) MULL SPAN 120" 132" 144" 150" 1 X 3 44.0 33.0 26.4 22.0 18.9 16.5 33.1 24.8 19.9 16.5 25.5 19.1 15.3 22.6 16.9 1 X 4 95.7 71.8 57.4 47.8 41.0 35.9 31.9 28.7 26.1 23.9 22.1 71.9 53.9 43.1 35.9 30.8 27.0 24.0 21.6 19.6 18.0 16.6 55.4 41.5 33.2 27.7 23.7 20.8 18.5 16.6 15.1 49.0 36.7 29.4 24.5 21.0 18.4 16.3 2X4 150.0 116.6 93.2 77.7 66.6 58.3 51.8 46.6 42.4 38.9 35.9 116.8 87.8 70,1 58.4 50.0 43.8 38.9 35.0 31.8 29.2 26.9 89.9 67.5 54.0 45.0 38.5 33.7 30.0 27.0 24.5 22.5 20.8 79.6 59.7 47.7 39.8 34.1 29.8 26.5 23.9 21 .7 19.9 18.4 2X6 150.0 150.0 150.0 150.0 150.0 149.7 133.1 119.8 108.9 99.8 92.1 150.0 150.0 150.0 150.0 128.5 112.5 100.0 90.0 81.8 75.0 69.2 150.0 150.0 138.6 115.5 99.0 86.6 77.0 69.3 63.0 57.8 53.3 150.0 150.0 122.6 102.2 87.6 76.6 68.1 61.3 55.7 51.1 47.2 U z 1 a z 0 0 2 0 F QUALITY ALUMINUM Fe 0 01 z 0 ALUMINUM TUBE z 0 z 0 LAW-ML-1001 E .9 • • •• ALLQWGD)• • • • • • • foe • • • • • ••• • JRODUC F REVISED 600PQlnE'*I, Ik FMrWr .«aweaaNt Z. _IZIzy PMa•sa Rafe •et • • • • • • • ••• • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 0 1 1/4" MIN EDGE DIST. 3/4" MIN. EDGE DIST. 5/16` TAPCONS 1 -1/2" MIN. W000 PENETRATION 2 PER CLIP (1 ON EACH WING) AL ERNATE ANCHOR LOCATION 2 BY W000 BUCK 5/16" TAPCONS 1 -1/2" MIN. WOOD PENETRATION 1 PER ANGLE MIN. EDGE GIST. 2-3/16" CONCRETE CR 4' HOLLOW BLOCK 2 X 2 X 1/8' -IX FLOATING CLIP I1 1 ALUM ANGLE 5/16" TAPCONS 1 -1/2".MIN. W000 PENETRATION 1 PER ANGL 2 BY WOOD BUCK 2 X 2 X 1/6' ALUM ANGLE ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 1/4" MIN. EFGE DI T 5/16" TAPCONS 1-1/2" MIN. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING) FLOATING CLIP 2 BY WOOD BUCK ANCHORS TYPE 'R' 4 ANCHORS INTO WOOD 5/16" TAPCONS IN. WOOD PENETRATION 2 PER ANGLE 2 7/16" 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4PER E CLIP (2 ON EACH WING) 1 BY WOOD BUCK ALL CLIPS AND ANGLES TO Fi NUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLO K •• • "-1•r'. • . . • • • • • • •• •• •• L_J 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE - 1 X FLOATING CLIP �AriL ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'O' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1"x4" & 2"x4" MULL u u 5/16" TAPCONS 1 -3/4' MIN. ENBEO IN 0 MASONRY 2 PER CLIP (1 ON ACH WING) 2 X 2 X 1/6' ALUM ANGLE • •• ••• • • • • • • • • • • • . • • • • . •. • • • IBY W000 BUCK • • • 41/kLSERNATC ANCHOR LOCATION ••• • • • • ••• • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • 000 • 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE IX FLOATING CLIP ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK PRODUC t REV761ek av euelplyieg Mt► the Fluid& bvMieg(„1' . Aceeptaeee Na (i- / 2 / 2. 29 EvErm a• Safe 464 1iT11 2 x2x 16" ALUM ANGLE 2 X 2 X 1/B" ALUM ANGLE C. Compliance w/ F8C 5th EAilian (2014) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS ALUMINUM � N\ 0 O 7 .-1 1 1 1 0 Z LI MIN. EDGE DIST. 2-3 OR a' HOLLOW BLO K • • - 1 - 14 5/16" TAPCONS 1 3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 3 1/4" MIN. CONCRETE OR _ CEMENT BLOCK 1i i ALUM ANGLE FLOATING CLIP 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 1 PER ANGLE MULL CONCRETE OR CEMENT BLOCK 2 x 2 x 1/6" ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION • ULL �z ▪ 5/16 TAPCONS 1-3/4" MIN. EMBED INTD MASONRY 2 PER CLIP (I ON EACH WINO) 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY - 1 PER ANGLE #12 SM5 2 PER ANGLE MIN. EDGE DIST. 2-3/ 6" CONCRETE OR 4"-IOLLOW BLOCK 34'. 5/16' TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) • 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1 "x4" & 2"x4" MULL r CONCRETE OR CEMENT BLOCK 5/16" TAPCONS I-3/a' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) •• • • • • • • • • •• • • • • • • • • • •• a•. •• • ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. • •• • ••• • • • • • • • • • • • • • ♦ • • CLIPS OR ANGLES CO4NECT,p DI ECTL T MASORRY T0•BE•PROTECTED WITH ALKALI-RF•SISTl1Ni COATIf ;5, UC I AS B11Z11t41N'US• PAINT OR WATER -WHITE MOTHACRYIi.TE LACOUEg'1 • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •••• ••• • • • • • • • • U MULL FLOATING CLIP Pf ODU(f REylseo Mtl1� Qmth wM1Ae fl44$4• AReeFl 'r No f%-f 212. Z knAnillo11sM-f'.�� • -2 X 2 x 1/B" ALUM ANGLE � o � e „1 ro n � VI Q d' 31• `� i r 0 w Z 00 03 w = 10 >6 a U z VI z MANUFACTURER OF QUALITY ALUMINUM WINDOWS' AND CLASS DOORS ALUMINUM TUBE co 0 az 7 U 0 c Z O 1n a ¢ � F Z 0 s 6- z T. a. ce U "0 0 0 w 7 1 L 0 I • i U .4 41 N z Li z MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK 2X6 MULL 3/4 0 0 0 n 3-3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN 5/16" TAPCONS I 3/4" MIN. EMBED INTO MASONRY PER CLIP (2 ON EACH WING) CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 5.6E8' 5/16" TAPCONS 1-3/4' MIN. EMBE0 INTO MASONRY 4 PER CLIP (2 ON EACH WINO) ( 3/4" MIN. MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 3-3/4" 5/16' TAPCONS MIN. 1 3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 5/16" TAPCONS 1 -3/4' MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK ED 2"X6" MULL SHOWN CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECT WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • •• •• PRODUCtREVI SAD 681di45 Code�ty+4 Pi^ritic Aecep4••ce N• —1 V 2.1 V Mo• 4n �sct Cer•W U z ti z MANUFACTURER OF QUALITY ALUMINUM WINDOWS' AND CLASS DOORS ALUMINUM 6 � DETAILS, AND GENERAL NOTES 51\ 0 0 2 1 z: MIN. EDGE DIST. 2-3/16" CONCRETE 0R 4' HOLLOW BLOCK 5/16" TAPCONS 1-3/4' MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 2.4 or 2.6 ulI 3-3/4" MIN 2 X 2 X 1/4" ALUM ANGLE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS I-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE DIST. 2-3/16" CONCRETE 0R 4' HOLLOW BLOCK #14 SMS 4 PER ANGLE 2 X 2 X 1/a" ALUM ANGLE 0 OA 5/8"(2) J OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK 3-3/4" MIN. - Z 5 . ••• •• M • • •* • •• ••• • ••• • • • • • • • • • • • •• • • CLIP LENGTH MULL 1 X 2 L688' L X 3 2.688" 1 X 4 3688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED A5 SHOWN TO ALLOW ',NSTALLATION Of CLIP ANGLE CAULK JOINT AFTER ASSEMBLY /I 14 S.M.S. 2/ CHANNEL #12 F.H. 5.M.5. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE THIS SCREW CAN 9E INSTALLED IN EITHER DIRECTION 41.• 411 814 FH 5M5 2 PER CLIP 1-1/2"'O.C. MIN. #12 FH SMS 2 PER CLIP 1" O.C. MIN. 1-3/4" X 2' X I /8" (FOR 2BY TUBE) 3/4" X 2" X 1 /8" FOR (1BY TUBE) • • • • • • • ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE • • • •• • • • ••• • ANCHORS TYPE 'I' TUBE MULLION TUBE MULLION 4.4 PHODUC rr REV7 Q+1Mwi1L �►� rr Aft4y1a•a Zt2. e• METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION • • • •LL Cj3PS• AND 4GLtS =0 :tT SNUG ONTO iUBfi MILLIOjS• • • • MA Y AY BE HBK QR FAT HEAD. • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • •• •• • ••• • ALUMINUM TUBE ANCHOR/CLIP TYPES, INSTALLATION 1 g Revised acre for the FBC-2014 i .4 fp � s o 8- 8 1 8 1 z • Width M fIon (w) Span 18 24 30 38 42 48 38 3/8 54 60 66 72 78 18 24 30 36 42 4488 50 5/8 54 60 66 72 78 24 30 36 42 48 57 54 60 66 72 78 18 24 30 36 42 48 63 54 80 66 72 78 GLAZ7 G PRODUCT ANCHOR/CL F-1 ANCHOR TYPES and SL6STRATE A BCDEF G H 1 NAd Vltl. Bk Bk 8k. Cam Calc. Can MI. 150 132 105 88 75 66 59 53 48 44 41 133 100 80 67 57 50 44 40 36 33 31 118 89 71 59 51 44 39 35 32 30 27 107 80 64 53 46 40 36 32 29 27 25 93 150 15 15D 150 32 17 C6 96 88 81 15 150 153 133 114 CO 89 80 73 67 61 153 193 142 118 101 89 79 71 64 59 55 5 5 123 107 92 50 71 64 58 53 49 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 135 150 150 150 150 150 121 150 150 135 150 150 110 150 150 123 150 150 101 150 150 113 150 150 93 140 150 104 150 150 150 750 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 131 150 150 147 150 150 115 150 150 128 150 150 102 150 150 114 150 150 92 138 150 703 150 150 83 128 150 53 140 150 78 115 150 65 129 150 71 105 141 75 119 150 50 150 150 150 150 150 50 150 150 150 150 150 150 150 150 150 150 150 135 150 150 150 50 50 116 150 150 130 150 150 102 150 150 114 150 150 91 136 150 101 150 150 82 123 150 91 137 150 74 111 148 83 125 150 68 102 138 78 114 150 63 94 125 70 105 140 150 150 150 150 150 150 150 150 150 150 150 150 148 123 105 92 150 150 150 150 150 150 150 150 137 150 118 150 150 150 150 150 82 123 150 92 138 150 74 111 147 92 124 150 67 101 134 75 113 150 61 92 123 W 103 137 57 85 113 63 95 127 ANCHOR/CUP VERTICAL MULLION GLAZING PRODUCT 139 150 z •N 103 150 150 150 150 150 150 150 150 145 132 121 111 150 150 150 150 150 137 122 110 100 91 64 150 150 150 150 139 122 108 97 89 81 75 150 150 150 147 126 110 98 86 BO 73 68 WId1h M�Nbn (w1 S90n 24 30 36 42 48 741/4 54 60 66 72 7B 24 48 84 54 60 66 72 78 18 24 30 36 42 48 96 B0 66 18 24 30 36 42 49 108 54 60 66 72 78 HORIZON AL MULLION W2 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANC)-O8 TYPES and SUBSTRATE A BCDE F G H I VW. V>ki. Bk Bk Bk Cala Can. Cara. MI. 91 88 54 45 39 34 30 27 25 23 21 80 80 48 40 34 30 27 24 22 20 19 70 53 42 35 30 28 23 21 19 18 16 62 47 37 31 27 23 21 19 17 16 14 150 133 1D 91 78 68 60 54 49 45 42 150 131 96 60 69 60 53 48 44 40 37 14D 10 84 70 60 53 47 42 38 35 32 125 94 75 62 53 47 42 37 34 31 29 150 150 125 104 89 78 70 83 57 52 48 150 138 111 92 79 69 61 55 50 46 43 150 121 97 81 69 61 54 48 44 40 37 143 108 86 72 51 54 48 43 39 36 33 150 150 150 150 134 118 105 94 86 78 72 150 150 150 139 119 104 92 83 76 69 84 150 150 146 I 121 104 97 81 73 66 61 56 150 150 129 108 92 81 72 65 59 54 50 150 150 150 150 150 150 139 125 114 104 96 150 150 150 150 150 138 123 111 101 92 85 150 150 150 150 138 121 108 97 88 81 74 150 150 150 143 123 108 96 86 78 72 66 150 150 150 150 140 150 117 150 100 150 150 150 150 150 150 87 132 150 78 117 150 70 IC5 64 06 58 88 54 81 150 15D 150 150 124 150 103 150 6 133 77 116 03 103 62 93 55 85 52 78 48 72 150 150 120 150 93 145 83 121 68 103 B3 90 53 80 48 72 44 66 40 60 37 56 140 127 117 108 150 150 150 150 150 150 137 124 112 103 95 150 150 150 150 150 135 120 108 98 90 83 150 150 150 150 137 120 107 98 87 80 74 150 150 150 125 107 93 83 75 68 62 58 150 150 132 110 94 83 73 66 80 55 51 150 145 116 96 83 72 64 58 53 48 45 150 129 103 86 73 64 57 51 47 43 40 WAth MA ion w) Span 18 24 30 36 42 48 54 60 66 72 78 18 24 30 36 41 48 54 60 66 72 78 18 24 30 36 42 48 54 60 66 72 78 18 24 30 36 42 48 54 60 66 72 78 ANCHOR CLIP NOTES: 1. FOR CLIP•T•Y%WNIii. ANCHOR CONDITIONS REFER TO SHEETS 6, 7,•8,•&: D-AI=S SAD NOTES. 2 REFER % CHAR vet r c M,•X. �DEGIGN PRESSURE 3. SELECT ANCHOR •YPE 1WTI-I DSSI :ATIN%MORE THAN THE DEN L•,015 RtICIUIREP FOIR R1ARiGULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAC, SILL OR JAMB ENDS. 5. INTERIOLA}Ib1• BETWEI11i WIEiHS OR VANS ALLOWED. • • • • • • • • • ••� • • • • •• • • • • • •• •• • • • • •• • • • • •••• • • • ••• • • • • • • • • • •• • ••• • • • • • ••• • • • e • ••• • • ••• • • • • • • • • • • • • • •• •• 120 132 144 150 ANCHOR TYPES and SUBS1RATE A BLJD E F G H I VW. V<1. Bk Bk Bk. Cana Can Coro MI. 56 42 34 28 24 21 19 17 15 14 13 51 38 31 26 22 19 17 15 14 13 12 47 35 28 23 20 18 18 14 13 12 11 45 34 27 22 19 17 15 13 12 11 10 112 84 07 56 48 42 37 34 31 28 26 102 77 61 51 44 38 34 129 150 97 146 77 116 65 97 55 83 48 73 43 65 39 5B 35 53 32 49 30 45 117 150 88 132 70 108 59 88 50 76 44 66 39 59 31 35 53 28 32 48 26 29 44 24 27 41 94 108 150 70 91 121 56 65 97 47 54 81 40 48 69 35 40 61 31 36 54 28 32 49 26 29 44 23 27 40 22 90 67 54 45 38 34 30 25 37 103 150 77 116 62 93 52 78 44 67 39 58 34 52 27 31 47 24 28 42 22 26 39 2 24 36 150 144 150 108 150 87 129 72 111 97 86 77 70 65 60 150 150 141 117 101 BB 78 70 84 59 54 150 62 54 48 43 39 38 33 131 98 79 B6 9 49 44 39 36 33 33 120 150 D 129 72 108 BO 92 52 61 45 72 65 59 54 50 150 150 124 103 77 69 40 33 28 115 03 59 33 62 35 56 31 52 29 48 27 150 150 130 109 93 81 72 65 59 54 50 150 148 118 99 85 74 66 59 54 49 46 150 136 109 90 78 60 54 49 45 42 150 130 104 87 74 65 58 52 47 43 150 150 150 144 124 108 96 87 79 72 67 150 150 150 131 112 98 87 79 72 68 61 150 150 144 120 103 90 80 72 66 50 55 150 150 138 115 99 87 77 69 53 58 40 53 :MODUC REVISES? as tempt/lag with me MAIL. bolding Cede Explode* Date a, Doilierreehect Camelot 150 115 93 77 85 58 51 46 42 39 36 140 105 84 70 60 53 47 42 38 35 32 129 95 64 55 48 43 39 as 32 30 123 93 74 53 46 37 34 31 28 • 0 C. Compliance er/ FBC 5th Edition (2014) OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS MANUFACTURER ALUMINUM TUBE CLIP/ANCHORS roc 8 • LAW—ML-1001